Bridge Statistics for Grand Mound, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 190ft / 57.7mTotal length
- $37,142,000Total costs
- 409,919Total average daily traffic
- 64,945Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Grand Mound
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 71960-1969
- 11970-1979
- 12000-2009
- 62010-2019
- Bridge Condition - Deck
- 28.6%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 42.9%Very good
- 28.6%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 35.7%Very good
- 28.6%Good
- 21.4%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 77.8%Very good
- 22.2%Good
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Structure Number: 7406A, Location: 6.1 E GRAYS HBR CO (Lat: 46.802639, Lng: -123.042667), Route carried "on" structure: US 12, Year Built: 1964, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 13,766 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 19,933 (year 2039), Design Load: HS 20, Features Intersected: NP RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.292, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 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: 31.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.96m (26.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,297,000, Roadway Improvement Cost: $459,000, Total Project Cost: $4,594,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7406A, Location: 6.1 E GRAYS HBR CO (Lat: 46.802639, Lng: -123.042667), Route carried "on" structure: US 12, Year Built: 1964, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 13,766 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 19,933 (year 2039), Design Load: HS 20, Features Intersected: NP RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.292, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 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: 31.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.96m (26.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,297,000, Roadway Improvement Cost: $459,000, Total Project Cost: $4,594,000 ( 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: 8271A, Location: 0.8 N LEWIS CO (Lat: 46.775583, Lng: -123.000111), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 15, Features Intersected: I-5, RR, Facility Carried by Structure: 216TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.88m (35.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,285,000, Roadway Improvement Cost: $457,000, Total Project Cost: $4,570,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8271A, Location: 0.8 N LEWIS CO (Lat: 46.775583, Lng: -123.000111), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 15, Features Intersected: I-5, RR, Facility Carried by Structure: 216TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.88m (35.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,285,000, Roadway Improvement Cost: $457,000, Total Project Cost: $4,570,000 ( 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: 8271B, Location: 1.5 N JCT US 12 (Lat: 46.822556, Lng: -122.996306), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 2,344 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 4,257 (year 2036), Design Load: HS 15, Features Intersected: I-5, Facility Carried by Structure: 183RD AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.341, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,734,000, Roadway Improvement Cost: $547,000, Total Project Cost: $5,467,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8271B, Location: 1.5 N JCT US 12 (Lat: 46.822556, Lng: -122.996306), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 2,344 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 4,257 (year 2036), Design Load: HS 15, Features Intersected: I-5, Facility Carried by Structure: 183RD AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.341, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,734,000, Roadway Improvement Cost: $547,000, Total Project Cost: $5,467,000 ( 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: 17465A, Location: 2.4 N LEWIS CO (Lat: 46.797361, Lng: -123.010083), Route carried "on" structure: Interstate 5, Year Built: 2009, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 34,689 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 50,229 (year 2039), Design Load: HL 93, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.542, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), 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-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.2 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Bridge Improvement Cost: $893,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,786,000 ( 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: 17465A, Location: 2.4 N LEWIS CO (Lat: 46.797361, Lng: -123.010083), Route carried "on" structure: Interstate 5, Year Built: 2009, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 34,689 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 50,229 (year 2039), Design Load: HL 93, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.542, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), 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-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.2 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Bridge Improvement Cost: $893,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,786,000 ( 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: 17465B, Location: 2.4 N LEWIS CO (Lat: 46.797339, Lng: -123.010397), Route carried "on" structure: Interstate 5, Year Built: 2010, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 34,689 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 50,229 (year 2039), Design Load: HL 93, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.542, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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 48 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,152,000, Roadway Improvement Cost: $230,000, Total Project Cost: $2,304,000 ( 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: 17465B, Location: 2.4 N LEWIS CO (Lat: 46.797339, Lng: -123.010397), Route carried "on" structure: Interstate 5, Year Built: 2010, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 34,689 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 50,229 (year 2039), Design Load: HL 93, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.542, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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 48 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,152,000, Roadway Improvement Cost: $230,000, Total Project Cost: $2,304,000 ( 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: 17465C, Location: 2.0 N JCT US 12 (Lat: 46.829722, Lng: -122.990667), Route carried "on" structure: Interstate 5, Year Built: 2010, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 66,480 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 96,263 (year 2039), Design Load: HL 93, Features Intersected: SCATTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 145.436, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.5 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,961,000, Roadway Improvement Cost: $392,000, Total Project Cost: $3,922,000 ( 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: 17465C, Location: 2.0 N JCT US 12 (Lat: 46.829722, Lng: -122.990667), Route carried "on" structure: Interstate 5, Year Built: 2010, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 66,480 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 96,263 (year 2039), Design Load: HL 93, Features Intersected: SCATTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 145.436, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.5 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,961,000, Roadway Improvement Cost: $392,000, Total Project Cost: $3,922,000 ( 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: 17998A, Location: 7.7 E GRAYS HBR CO (Lat: 46.802644, Lng: -123.008914), Route carried "on" structure: US 12, Year Built: 2011, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 24,270 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 35,142 (year 2039), Design Load: HL 93, Features Intersected: CMSTPP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.867, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,428,000, Roadway Improvement Cost: $286,000, Total Project Cost: $2,856,000 ( 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: 17998A, Location: 7.7 E GRAYS HBR CO (Lat: 46.802644, Lng: -123.008914), Route carried "on" structure: US 12, Year Built: 2011, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 24,270 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 35,142 (year 2039), Design Load: HL 93, Features Intersected: CMSTPP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.867, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,428,000, Roadway Improvement Cost: $286,000, Total Project Cost: $2,856,000 ( 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: 17998B, Location: 7.7 E GRAYS HBR CO (Lat: 46.802689, Lng: -123.007558), Route carried "on" structure: US 12, Year Built: 2011, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 16,550 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 23,964 (year 2039), Design Load: HL 93, Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.979, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.36m (17.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,570,000, Roadway Improvement Cost: $514,000, Total Project Cost: $5,139,000 ( 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: 17998B, Location: 7.7 E GRAYS HBR CO (Lat: 46.802689, Lng: -123.007558), Route carried "on" structure: US 12, Year Built: 2011, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 16,550 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 23,964 (year 2039), Design Load: HL 93, Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.979, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.36m (17.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,570,000, Roadway Improvement Cost: $514,000, Total Project Cost: $5,139,000 ( 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: 81714, Location: 0.8 m NW Old Hwy 99 (Lat: 46.791175, Lng: -123.022544), Route carried "on" structure: County highway 13730, Year Built: 1936, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,433 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 5,307 (year 2043), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: OLD HWY NO. 9
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 continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $806,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,611,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81714, Location: 0.8 m NW Old Hwy 99 (Lat: 46.791175, Lng: -123.022544), Route carried "on" structure: County highway 13730, Year Built: 1936, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,433 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 5,307 (year 2043), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: OLD HWY NO. 9
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 continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $806,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,611,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 84192, Location: 0.33 m S of 176th Ave SW (Lat: 46.830572, Lng: -122.978147), Route carried "on" structure: County highway 12870, Year Built: 1978, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 282 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 436 (year 2042), Design Load: HS 20, Features Intersected: SCATTER CREEK, Facility Carried by Structure: LEITNER ST.
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,216,000, Roadway Improvement Cost: $243,000, Total Project Cost: $2,432,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 84192, Location: 0.33 m S of 176th Ave SW (Lat: 46.830572, Lng: -122.978147), Route carried "on" structure: County highway 12870, Year Built: 1978, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 282 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 436 (year 2042), Design Load: HS 20, Features Intersected: SCATTER CREEK, Facility Carried by Structure: LEITNER ST.
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,216,000, Roadway Improvement Cost: $243,000, Total Project Cost: $2,432,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 84306, Location: 0.14 mile North of Hwy 99 (Lat: 46.824981, Lng: -122.960644), Route carried "on" structure: County highway 11770, Year Built: 1967, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 535 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 827 (year 2041), Design Load: HS 20, Features Intersected: SCATTER CREEK, Facility Carried by Structure: GIBSON ROAD SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $72,000, Total Project Cost: $719,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 84306, Location: 0.14 mile North of Hwy 99 (Lat: 46.824981, Lng: -122.960644), Route carried "on" structure: County highway 11770, Year Built: 1967, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 535 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 827 (year 2041), Design Load: HS 20, Features Intersected: SCATTER CREEK, Facility Carried by Structure: GIBSON ROAD SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $72,000, Total Project Cost: $719,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 84398, Location: 3. NE JCT I5 (Lat: 46.824958, Lng: -122.956203), Route carried "on" structure: County highway 13765, Year Built: 1923, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 7,789 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 12,041 (year 2042), Design Load: HS 20, Features Intersected: SCATTER CREEK, Facility Carried by Structure: OLD HWY 99 SW
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 84398, Location: 3. NE JCT I5 (Lat: 46.824958, Lng: -122.956203), Route carried "on" structure: County highway 13765, Year Built: 1923, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 7,789 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 12,041 (year 2042), Design Load: HS 20, Features Intersected: SCATTER CREEK, Facility Carried by Structure: OLD HWY 99 SW
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 84857, Location: 0.7 m N of 183rd Ave SW (Lat: 46.830642, Lng: -122.993206), Route carried "on" structure: County highway 10710, Year Built: 1965, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,751 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 4,253 (year 2041), Design Load: HS 20, Features Intersected: SCATTER CREEK, Facility Carried by Structure: CASE ROAD SW
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $2,000, Total Project Cost: $26,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84857, Location: 0.7 m N of 183rd Ave SW (Lat: 46.830642, Lng: -122.993206), Route carried "on" structure: County highway 10710, Year Built: 1965, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,751 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 4,253 (year 2041), Design Load: HS 20, Features Intersected: SCATTER CREEK, Facility Carried by Structure: CASE ROAD SW
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $2,000, Total Project Cost: $26,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88277, Location: 1. S JCT I-5 (Lat: 46.796625, Lng: -123.012014), Route carried "on" structure: County highway 13765, Year Built: 2010, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 11,240 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 17,377 (year 2043), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: OLD HWY 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: August 2021, Bridge Improvement Cost: $857,000, Roadway Improvement Cost: $171,000, Total Project Cost: $1,714,000 ( 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: 88277, Location: 1. S JCT I-5 (Lat: 46.796625, Lng: -123.012014), Route carried "on" structure: County highway 13765, Year Built: 2010, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 11,240 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 17,377 (year 2043), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: OLD HWY 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: August 2021, Bridge Improvement Cost: $857,000, Roadway Improvement Cost: $171,000, Total Project Cost: $1,714,000 ( 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: 8271A, Location: 0.8 N LEWIS CO (Lat: 46.775583, Lng: -123.000111), Route carried "under" structure: Interstate 5, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 69,377 (year 2019), Truck Traffic: 17%, Features Intersected: I-5, RR, Facility Carried by Structure: 216TH AVE SW
Minimum Vertical Clearance: 6.81m (22.34ft), Kilometerpoint: 138.951, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 8271A, Location: 0.8 N LEWIS CO (Lat: 46.775583, Lng: -123.000111), Route carried "under" structure: Interstate 5, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 69,377 (year 2019), Truck Traffic: 17%, Features Intersected: I-5, RR, Facility Carried by Structure: 216TH AVE SW
Minimum Vertical Clearance: 6.81m (22.34ft), Kilometerpoint: 138.951, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 8271B, Location: 1.5 N JCT US 12 (Lat: 46.822556, Lng: -122.996306), Route carried "under" structure: Interstate 5, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 66,480 (year 2019), Truck Traffic: 17%, Features Intersected: I-5, Facility Carried by Structure: 183RD AVE SW
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 144.583, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 8271B, Location: 1.5 N JCT US 12 (Lat: 46.822556, Lng: -122.996306), Route carried "under" structure: Interstate 5, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 66,480 (year 2019), Truck Traffic: 17%, Features Intersected: I-5, Facility Carried by Structure: 183RD AVE SW
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 144.583, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
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Structure Number: 17998B, Location: JCT US 12 (Lat: 46.802689, Lng: -123.007558), Route carried "under" structure: Interstate 5, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 55,034 (year 2019), Truck Traffic: 17%, Features Intersected: I-5, Facility Carried by Structure: US 12
Minimum Vertical Clearance: 6.32m (20.73ft), Kilometerpoint: 142.202, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 17998B, Location: JCT US 12 (Lat: 46.802689, Lng: -123.007558), Route carried "under" structure: Interstate 5, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 55,034 (year 2019), Truck Traffic: 17%, Features Intersected: I-5, Facility Carried by Structure: US 12
Minimum Vertical Clearance: 6.32m (20.73ft), Kilometerpoint: 142.202, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.2m (86.0ft)