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

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Structure Number: 16879B,  Location: 1.2 E JCT I-405 (Lat: 47.579444,  Lng: -122.151028),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 2006,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,504 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,123 (year 2039),  Design Load: HL 93,  Features Intersected: I-90,  Facility Carried by Structure: HOV ON/OFF RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $276,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $551,000 ( 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: 17283A,  Location: 5.7 N JCT SR 900 (Lat: 47.579139,  Lng: -122.174694),  Route carried "on" structure: Interstate 405,  Year Built: 2008,  Status: Open,  Structure Length: 27.22m (89.30ft),  Average Daily Traffic: 50,816 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 71,752 (year 2039),  Design Load: HL 93,  Features Intersected: I-90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.767,  Lanes on structure: 3,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.22m (89.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $10,359,000,  Roadway Improvement Cost: $2,072,000,  Total Project Cost: $20,718,000 ( 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: 17417A,  Location: 2.8 N JCT I-90 (Lat: 47.619278,  Lng: -122.189417),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,210 (year 2033),  Design Load: HL 93,  Features Intersected: I-405,  Facility Carried by Structure: NE 10TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 5,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.6m (202.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.34m (37.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $4,613,000,  Roadway Improvement Cost: $923,000,  Total Project Cost: $9,226,000 ( 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: 17726A,  Location: 3.0 N JCT I-90 (Lat: 47.621425,  Lng: -122.189331),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 20,700 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,289 (year 2036),  Design Load: HL 93,  Features Intersected: I-405,  Facility Carried by Structure: NE 12 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 5,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.3m (188.0ft),  Curb or Sidewalk Widths: Left: 5.8m (19.0ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.40m (37.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $4,488,000,  Roadway Improvement Cost: $898,000,  Total Project Cost: $8,976,000 ( 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: 17726B,  Location: 2.8 N JCT I-90 (Lat: 47.619361,  Lng: -122.188308),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2011,  Status: Open,  Structure Length: 22.77m (74.70ft),  Average Daily Traffic: 9,425 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,759 (year 2036),  Design Load: HL 93,  Features Intersected: CD RAMP AND TERRAIN,  Facility Carried by Structure: N-E RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.5 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: 39.5 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.77m (74.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $4,781,000,  Roadway Improvement Cost: $956,000,  Total Project Cost: $9,562,000 ( 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: 17726C,  Location: 3.8 N JCT I-90 (Lat: 47.631611,  Lng: -122.185889),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2011,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 27,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,900 (year 2036),  Design Load: HL 93,  Features Intersected: 116TH AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $629,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,258,000 ( 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: 17726D,  Location: 4.0 N JCT I-90 (Lat: 47.631667,  Lng: -122.184694),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2011,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 8,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,824 (year 2036),  Design Load: HL 93,  Features Intersected: TRAIL,  Facility Carried by Structure: N-E RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.8 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: 41.5 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.09m (49.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $2,574,000,  Roadway Improvement Cost: $515,000,  Total Project Cost: $5,148,000 ( 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: 17726E,  Location: 4.2 N JCT I-90 (Lat: 47.631750,  Lng: -122.180944),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2011,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,640 (year 2036),  Design Load: HL 93,  Features Intersected: NORTHUP WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.12m (33.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $1,726,000,  Roadway Improvement Cost: $345,000,  Total Project Cost: $3,453,000 ( 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: 17726F,  Location: 4.6 N JCT I-90 (Lat: 47.630333,  Lng: -122.175722),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2011,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,640 (year 2036),  Design Load: HL 93,  Features Intersected: SR 520 RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $1,430,000,  Roadway Improvement Cost: $286,000,  Total Project Cost: $2,860,000 ( 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: 17726G,  Location: 3.1 N JCT I-90 (Lat: 47.623333,  Lng: -122.188208),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2011,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 10,591 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,954 (year 2039),  Design Load: HL 93,  Features Intersected: I-405 N-E & N-W RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,288,000,  Roadway Improvement Cost: $458,000,  Total Project Cost: $4,576,000 ( 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: 17963B,  Location: 5.2 E JCT SR 513 (Lat: 47.640494,  Lng: -122.196781),  Route carried "on" structure: State highway 520,  Year Built: 2013,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 34,258 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,372 (year 2039),  Design Load: HL 93,  Features Intersected: 108TH AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.091,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,726,000,  Roadway Improvement Cost: $545,000,  Total Project Cost: $5,452,000 ( 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: 17963D,  Location: 4.9 E JCT SR 513 (Lat: 47.641861,  Lng: -122.201056),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 22,813 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,274 (year 2034),  Design Load: HL 93,  Features Intersected: SR 520,  Facility Carried by Structure: BELLEVUE WAY NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.44m (27.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $4,100,000,  Roadway Improvement Cost: $820,000,  Total Project Cost: $8,199,000 ( 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: 17963V,  Location: 5.1 E JCT SR 513 (Lat: 47.642083,  Lng: -122.200000),  Route carried "on" structure: State highway 520,  Year Built: 2014,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 68,515 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 96,743 (year 2039),  Features Intersected: YARROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.688,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 71.0m (232.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.5 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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $558,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,117,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17963Y,  Location: 5.27 E JCT SR 513 (Lat: 47.640683,  Lng: -122.196544),  Route carried "on" structure: City street 520,  Year Built: 2014,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 12,500 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,000 (year 2033),  Design Load: HS 20,  Features Intersected: YARROW CREEK,  Facility Carried by Structure: 108TH AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $432,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $865,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200535,  Location: 5.7 N JCT SR 900 (Lat: 47.579864,  Lng: -122.171639),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2021,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 42,063 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 59,392 (year 2039),  Design Load: HL 93,  Features Intersected: NE RAMP OVER PED PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Culverts: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $120,000 ( Estimate for 2014)

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Structure Number: 8546,  Location: 140 NE & BELL-RED RD (Lat: 47.624142,  Lng: -122.153653),  Route carried "on" structure: City street 756,  Year Built: 1972,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 15,696 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,100 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: KELSEY CREEK,  Facility Carried by Structure: 140TH AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,391,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $2,782,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85472,  Location: NE 12TH & 124TH NE (Lat: 47.620047,  Lng: -122.176722),  Route carried "on" structure: City street 75,  Year Built: 1971,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 20,409 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,500 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: PARKING LOT,  Facility Carried by Structure: NE 12TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $8,643,000,  Roadway Improvement Cost: $1,729,000,  Total Project Cost: $17,286,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85473,  Location: NE 12TH& 118TH NE (Lat: 47.622111,  Lng: -122.182639),  Route carried "on" structure: City street 75,  Year Built: 1970,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 17,643 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BNRR,  Facility Carried by Structure: NE 12TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.38m (24.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $6,002,000,  Roadway Improvement Cost: $1,200,000,  Total Project Cost: $12,003,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 85689,  Location: NORTHUP & 116TH (Lat: 47.632892,  Lng: -122.184903),  Route carried "on" structure: City street 75,  Year Built: 1987,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 15,928 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: EASTSIDE RAIL CORRIDOR,  Facility Carried by Structure: NORTHUP WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 2020,  Bridge Improvement Cost: $554,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,109,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8569,  Location: FOREST DR & 152ND (Lat: 47.543394,  Lng: -122.137736),  Route carried "on" structure: City street 759,  Year Built: 1989,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 3,000 (year 2018),  Average Future Daily Traffic: 4,500 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: COAL CREEK,  Facility Carried by Structure: FOREST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  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: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,733,000,  Roadway Improvement Cost: $347,000,  Total Project Cost: $3,466,000 ( 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: 85719,  Location: 0.5 MI S OF SR-520 (Lat: 47.619806,  Lng: -122.161683),  Route carried "on" structure: City street 7510,  Year Built: 1987,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,377 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,875 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: KELSEY CREEK,  Facility Carried by Structure: 134TH AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $415,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $830,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 86212,  Location: 1.0 MI S OF I-90 (Lat: 47.557725,  Lng: -122.117067),  Route carried "on" structure: City street 7512,  Year Built: 1990,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,000 (year 2038),  Design Load: HS 20,  Features Intersected: LEWIS CREEK,  Facility Carried by Structure: LAKEMONT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,100,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $2,200,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 86629,  Location: 0.1 MI S OF JCT I-90 (Lat: 47.560131,  Lng: -122.099903),  Route carried "on" structure: City street 2550,  Year Built: 1998,  Status: Open,  Structure Length: 25.63m (84.09ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HILL SIDE,  Facility Carried by Structure: LAKEMONT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.94m (85.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $17,020,000,  Roadway Improvement Cost: $3,404,000,  Total Project Cost: $34,040,000 ( 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: 8663,  Location: 0.7 MI S OF JCT I-90 (Lat: 47.558244,  Lng: -122.110119),  Route carried "on" structure: City street 2550,  Year Built: 1998,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: RAVINE,  Facility Carried by Structure: LAKEMONT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,180,000,  Roadway Improvement Cost: $436,000,  Total Project Cost: $4,360,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 871,  Location: 0.10 E JCT 9149 (Lat: 46.011131,  Lng: -121.526578),  Route carried "on" structure: County highway 17720,  Year Built: 2003,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 29 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 36 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WHITE SALMON RIVER,  Facility Carried by Structure: MARTIN 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: 34.7m (113.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $593,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,186,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87396,  Location: NE LAKE WASHINGTON BLVD (Lat: 47.612083,  Lng: -122.211000),  Route carried "on" structure: City street 757,  Year Built: 2002,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 7,382 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,000 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: MEYDENBAUER BEACH PARK,  Facility Carried by Structure: NE LK WASH. BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,802,000,  Roadway Improvement Cost: $360,000,  Total Project Cost: $3,604,000 ( 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: 87398,  Location: SE 26th & 132nd (Lat: 47.587333,  Lng: -122.161889),  Route carried "on" structure: City street 7380,  Year Built: 2005,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 8,350 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,500 (year 2038),  Design Load: HS 20,  Features Intersected: RICHARDS CREEK,  Facility Carried by Structure: KAMBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $669,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $1,338,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87399,  Location: 163 PL & COUGAR MT WAY (Lat: 47.542642,  Lng: -122.123206),  Route carried "on" structure: City street 75,  Year Built: 2000,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,050 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,150 (year 2038),  Design Load: HS 20,  Features Intersected: WETLAND,  Facility Carried by Structure: 163RD PL SE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $517,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,034,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 88702,  Location: 1.3 MI E OF SR-405 (Lat: 47.553953,  Lng: -122.166639),  Route carried "on" structure: City street 75,  Year Built: 2014,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,500 (year 2038),  Design Load: HL 93,  Features Intersected: COAL CREEK,  Facility Carried by Structure: COAL CREEK PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.8 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: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $565,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,130,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 88967,  Location: 0.19 N NE 12TH ST (Lat: 47.623500,  Lng: -122.179669),  Route carried "on" structure: City street 75,  Year Built: 2017,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 4,331 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,000 (year 2038),  Design Load: HL 93,  Features Intersected: SOUND TRANSIT LIGHT RAIL,  Facility Carried by Structure: 120TH AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $626,000 ( 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: 88968,  Location: 0.06 WEST JCT CASCADE KEY (Lat: 47.569614,  Lng: -122.183144),  Route carried "on" structure: City street 7533,  Year Built: 2017,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2038),  Design Load: HL 93,  Features Intersected: COAL CREEK,  Facility Carried by Structure: SKAGIT KEY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $231,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $462,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 89003,  Location: 0.2 MI W OF SR-405 (Lat: 47.622806,  Lng: -122.182306),  Route carried "on" structure: City street 75,  Year Built: 2017,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2038),  Design Load: HL 93,  Features Intersected: SOUND TRANSIT LIGHT RAIL,  Facility Carried by Structure: NE SPRING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.8 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: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,370,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $2,740,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 89004,  Location: 0.3 MI W OF SR-405 (Lat: 47.622889,  Lng: -122.181083),  Route carried "on" structure: City street 75,  Year Built: 2017,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2038),  Design Load: HL 93,  Features Intersected: SOUND TRANSIT LIGHT RAIL,  Facility Carried by Structure: NE SPRING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.2m (158.1ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.2 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,670,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $3,340,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 89077,  Location: 0.01 E JCT 132ND AVE NE (Lat: 47.617231,  Lng: -122.164103),  Route carried "on" structure: City street 7529,  Year Built: 2018,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 23,599 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,600 (year 2039),  Design Load: HL 93,  Features Intersected: KELSEY CREEK,  Facility Carried by Structure: NE 8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.136,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 85.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $347,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $694,000 ( Estimate for 2014)

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Structure Number: 89081,  Location: 0.31 W JCT 118 AVE SE (Lat: 47.571936,  Lng: -122.187769),  Route carried "on" structure: City street 7531,  Year Built: 2018,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 287 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 287 (year 2037),  Design Load: HL 93,  Features Intersected: COAL CREEK,  Facility Carried by Structure: NEWPORT KEY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.6 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: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $231,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $462,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 89082,  Location: 0.19 S JCT 118TH AVE SE (Lat: 47.568883,  Lng: -122.181964),  Route carried "on" structure: City street 7534,  Year Built: 2018,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,217 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,217 (year 2037),  Design Load: HL 93,  Features Intersected: COAL CREEK,  Facility Carried by Structure: CASCADE KEY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.5 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $252,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $504,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing