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

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Structure Number: FS,  Location: 0.7 MI S JCT SR-516 (Lat: 47.367694,  Lng: -122.249278),  Route carried "on" structure: County highway 450,  Year Built: 1915,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 24,100 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,100 (year 2038),  Features Intersected: MILL CR,  Facility Carried by Structure: W VALLEY HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Channel: Fair,  Culverts: Fair,  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: 36.6 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: 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: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $750,000 ( Estimate for 2014)

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Structure Number: QC,  Location: 1.8 N JCT SR 516 (Lat: 47.412111,  Lng: -122.221500),  Route carried "on" structure: City street ,  Year Built: 1973,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 31,076 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,668 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SR 167 & SPRINGBROOK CK,  Facility Carried by Structure: S 212TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.66m (31.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,804,000,  Roadway Improvement Cost: $761,000,  Total Project Cost: $7,608,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4718A,  Location: 0.1 MI N OF S 277TH ST (Lat: 47.356450,  Lng: -122.249400),  Route carried "on" structure: County highway 450,  Year Built: 1954,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 20,000 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,000 (year 2038),  Design Load: HS 15,  Features Intersected: MILL CR,  Facility Carried by Structure: STATE ROUTE 181
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),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 19.4 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: 14.9 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: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,064,000,  Roadway Improvement Cost: $213,000,  Total Project Cost: $2,128,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6068C,  Location: 6.2 E JCT SR 164 (Lat: 47.347886,  Lng: -122.139206),  Route carried "on" structure: State highway 18,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 26,907 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 37,992 (year 2039),  Design Load: HS 20,  Features Intersected: KENT-BLACK DIAMOND RD SE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.592,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,737,000,  Roadway Improvement Cost: $347,000,  Total Project Cost: $3,474,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6068D,  Location: 6.7 E JCT SR 164 (Lat: 47.352889,  Lng: -122.129917),  Route carried "on" structure: State highway 18,  Year Built: 1959,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 26,907 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 37,992 (year 2039),  Design Load: HS 20,  Features Intersected: SOOS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.494,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,095,000,  Roadway Improvement Cost: $219,000,  Total Project Cost: $2,190,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6186A,  Location: 5.6 N JCT SR 18 (Lat: 47.369444,  Lng: -122.293306),  Route carried "on" structure: Interstate 5,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 105,986 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 149,652 (year 2039),  Design Load: HS 20,  Features Intersected: S 259TH PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.604,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $2,074,000,  Roadway Improvement Cost: $415,000,  Total Project Cost: $4,147,000 ( 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: 6186B,  Location: 5.6 N JCT SR 18 (Lat: 47.369500,  Lng: -122.293806),  Route carried "on" structure: Interstate 5,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 105,986 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 149,652 (year 2039),  Design Load: HS 20,  Features Intersected: S 259TH PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.604,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.0 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: Equal to present minimum 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: 4.94m (16.21ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $2,592,000,  Roadway Improvement Cost: $518,000,  Total Project Cost: $5,184,000 ( 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: 6820A,  Location: 7.2 N JCT SR 18 (Lat: 47.391250,  Lng: -122.290694),  Route carried "on" structure: Interstate 5,  Year Built: 1962,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 105,986 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 149,652 (year 2039),  Design Load: HS 20,  Features Intersected: SR 516
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.066,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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 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: 8.20m (26.90ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $4,950,000,  Roadway Improvement Cost: $990,000,  Total Project Cost: $9,899,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6820B,  Location: 7.2 N JCT SR 18 (Lat: 47.391389,  Lng: -122.291056),  Route carried "on" structure: Interstate 5,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 105,986 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 149,652 (year 2039),  Design Load: HS 20,  Features Intersected: SR 516
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.066,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $3,988,000,  Roadway Improvement Cost: $798,000,  Total Project Cost: $7,977,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7085A,  Location: 2.0 N JCT SR 516 (Lat: 47.415500,  Lng: -122.221111),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 5,460 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,316 (year 2036),  Design Load: HS 20,  Features Intersected: SR 167 & SPRINGBROOK CR,  Facility Carried by Structure: S 208TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,673,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $3,346,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8114A,  Location: 4.3 N JCT SR 18 (Lat: 47.369667,  Lng: -122.244306),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 69,129 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 97,610 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: GREEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.642,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.35m (24.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,699,000,  Roadway Improvement Cost: $540,000,  Total Project Cost: $5,398,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8114B,  Location: 4.3 N JCT SR 18 (Lat: 47.369694,  Lng: -122.244583),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 69,129 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 97,610 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: GREEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.642,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.35m (24.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,699,000,  Roadway Improvement Cost: $540,000,  Total Project Cost: $5,398,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8114C,  Location: 4.9 N JCT SR 18 (Lat: 47.377778,  Lng: -122.244444),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 54,241 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 76,588 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 516
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.543,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,128,000,  Roadway Improvement Cost: $426,000,  Total Project Cost: $4,256,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8114D,  Location: 4.9 N JCT SR 18 (Lat: 47.377750,  Lng: -122.244639),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 54,241 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 76,588 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 516
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.543,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,128,000,  Roadway Improvement Cost: $426,000,  Total Project Cost: $4,256,000 ( 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: 8114E,  Location: 0.2 N JCT SR 516 (Lat: 47.381222,  Lng: -122.244250),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 54,241 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 76,588 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MEEKER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.913,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,718,000,  Roadway Improvement Cost: $544,000,  Total Project Cost: $5,435,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8114F,  Location: 0.2 N JCT SR 516 (Lat: 47.381194,  Lng: -122.244583),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 54,241 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 76,588 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MEEKER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.913,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,264,000,  Roadway Improvement Cost: $253,000,  Total Project Cost: $2,528,000 ( 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: 8114G,  Location: 0.6 N JCT SR 516 (Lat: 47.386472,  Lng: -122.243972),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 60,643 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 85,627 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: JAMES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.509,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 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: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,528,000,  Roadway Improvement Cost: $306,000,  Total Project Cost: $3,056,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8114H,  Location: 0.6 N JCT SR 516 (Lat: 47.386717,  Lng: -122.244200),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 60,643 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 85,627 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: JAMES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.509,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Bridge Improvement Cost: $1,528,000,  Roadway Improvement Cost: $306,000,  Total Project Cost: $3,056,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8114I,  Location: 1.7 N JCT SR 516 (Lat: 47.398250,  Lng: -122.228389),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 53,077 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 74,944 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 84TH AVE SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.295,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 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: 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: 6.98m (22.90ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $2,565,000,  Roadway Improvement Cost: $513,000,  Total Project Cost: $5,130,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8114J,  Location: 1.7 N JCT SR 516 (Lat: 47.398736,  Lng: -122.228017),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 53,077 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 74,944 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 84TH AVE SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.295,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $2,565,000,  Roadway Improvement Cost: $513,000,  Total Project Cost: $5,130,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8175A,  Location: 0.8 N JCT SR 516 (Lat: 47.388861,  Lng: -122.242111),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 60,643 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 85,627 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: RAILROAD & PED TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.831,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 20.4 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: 13.3 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.61m (34.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $4,037,000,  Roadway Improvement Cost: $807,000,  Total Project Cost: $8,074,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8175B,  Location: 0.8 N JCT SR 516 (Lat: 47.389083,  Lng: -122.242139),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 60,643 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 85,627 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CMSTPP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.831,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,880,000,  Roadway Improvement Cost: $576,000,  Total Project Cost: $5,760,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8175C,  Location: 1.1 N JCT SR 516 (Lat: 47.392228,  Lng: -122.237303),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 60,643 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 85,627 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 4TH AVE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.313,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $2,755,000,  Roadway Improvement Cost: $551,000,  Total Project Cost: $5,510,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8175D,  Location: 1.1 N JCT SR 516 (Lat: 47.392222,  Lng: -122.237611),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 60,643 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 85,627 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 4TH AVE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.313,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $2,755,000,  Roadway Improvement Cost: $551,000,  Total Project Cost: $5,510,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8175E,  Location: 1.4 N JCT SR 516 (Lat: 47.395014,  Lng: -122.233164),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 60,643 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 85,627 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NP RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.732,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.1 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: Somewhat better than minimum adequacy,  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: 9.57m (31.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,705,000,  Roadway Improvement Cost: $741,000,  Total Project Cost: $7,410,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8175F,  Location: 1.4 N JCT SR 516 (Lat: 47.395167,  Lng: -122.233269),  Route carried "on" structure: State highway 167,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 60,643 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 85,627 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NP RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.732,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.57m (31.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,705,000,  Roadway Improvement Cost: $741,000,  Total Project Cost: $7,410,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8387A,  Location: 0.3 MI S OF JCT SR-516 (Lat: 47.375667,  Lng: -122.247306),  Route carried "on" structure: City street 18100,  Year Built: 1968,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREEN RIVER,  Facility Carried by Structure: WEST VALLEY HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,332,000,  Roadway Improvement Cost: $866,000,  Total Project Cost: $8,664,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8441A,  Location: 3.2 N JCT SR 18 (Lat: 47.353694,  Lng: -122.245111),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 31,266 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,966 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SR 167,  Facility Carried by Structure: S 277TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 28.5 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: 22.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,606,000,  Roadway Improvement Cost: $721,000,  Total Project Cost: $7,213,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8509A,  Location: 2.6 N JCT SR 516 (Lat: 47.418667,  Lng: -122.249250),  Route carried "on" structure: State highway 181,  Year Built: 1922,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 31,211 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,069 (year 2039),  Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.132,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 26.2 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: 20.1 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: 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: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $1,600,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8509B,  Location: 2.6 N JCT SR 516 (Lat: 47.420500,  Lng: -122.249250),  Route carried "on" structure: State highway 181,  Year Built: 1922,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 31,211 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,069 (year 2039),  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.325,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $654,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,307,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12191A,  Location: 1.8 E JCT I-5 (Lat: 47.375333,  Lng: -122.266444),  Route carried "on" structure: State highway 516,  Year Built: 1983,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 23,023 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,508 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MULLEN SLOUGH & DIRT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.244,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.1 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: Better than present minimum 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: 8.08m (26.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Bridge Improvement Cost: $4,717,000,  Roadway Improvement Cost: $943,000,  Total Project Cost: $9,434,000 ( 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: 12383A,  Location: 2.3 E JCT I-5 (Lat: 47.377025,  Lng: -122.257622),  Route carried "on" structure: State highway 516,  Year Built: 1984,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 23,023 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,508 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: GREEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.19m (36.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $5,578,000,  Roadway Improvement Cost: $1,116,000,  Total Project Cost: $11,157,000 ( 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: 13037A,  Location: 1.8 N JCT SR 516 (Lat: 47.410750,  Lng: -122.219150),  Route carried "on" structure: Ramp State highway 167,  Year Built: 1986,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 10,642 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,026 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SPRINGBROOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Bridge Improvement Cost: $884,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $1,769,000 ( 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: 13037B,  Location: 1.8 N JCT SR 516 (Lat: 47.413833,  Lng: -122.221000),  Route carried "on" structure: Ramp State highway 167,  Year Built: 1986,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 11,628 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,418 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SPRINGBROOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Bridge Improvement Cost: $822,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $1,644,000 ( 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: 13037C,  Location: 1.8 N JCT SR 516 (Lat: 47.410278,  Lng: -122.221111),  Route carried "on" structure: Ramp State highway 167,  Year Built: 1986,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 9,945 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,042 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: GARRISON CR TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.0 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,034,000,  Roadway Improvement Cost: $207,000,  Total Project Cost: $2,067,000 ( 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: 14178A,  Location: 2.9 E JCT SR 515 (Lat: 47.357972,  Lng: -122.147750),  Route carried "on" structure: State highway 516,  Year Built: 1994,  Status: Open,  Structure Length: 16.22m (53.22ft),  Average Daily Traffic: 32,761 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,258 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WETLANDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.415,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 53,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.22m (53.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $5,746,000,  Roadway Improvement Cost: $1,149,000,  Total Project Cost: $11,491,000 ( 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: 14178B,  Location: 3.8 E JCT SR 515 (Lat: 47.358000,  Lng: -122.129389),  Route carried "on" structure: State highway 516,  Year Built: 1994,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 29,874 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,182 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BIG SOOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.815,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.1 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,240,000,  Roadway Improvement Cost: $248,000,  Total Project Cost: $2,480,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing