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

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Structure Number: PB,  Location: 0.6 E JCT I-5 (Lat: 47.159967,  Lng: -122.467847),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 13,792 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,498 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 512,  Facility Carried by Structure: STEELE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $828,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $1,656,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5523A,  Location: 10.4 N THURSTON C0 (Lat: 47.141639,  Lng: -122.515194),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 2,358 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,282 (year 2036),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: NEW YORK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 82.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $890,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $1,779,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5523B,  Location: 10.9 N THURSTON CO (Lat: 47.145000,  Lng: -122.508222),  Route carried "on" structure: Interstate 5,  Year Built: 1957,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 134,047 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 194,100 (year 2039),  Design Load: HS 20,  Features Intersected: CLOVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.198,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.9m (167.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,236,000,  Roadway Improvement Cost: $447,000,  Total Project Cost: $4,471,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5523C,  Location: 11.3 N THURSTON CO (Lat: 47.150581,  Lng: -122.499178),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 3,217 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,420 (year 2036),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: 47TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 57.0 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: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.66m (31.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,775,000,  Roadway Improvement Cost: $355,000,  Total Project Cost: $3,550,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5582A,  Location: 11.1 N THURSTON CO (Lat: 47.147558,  Lng: -122.504419),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 13,128 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,372 (year 2038),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: BRIDGEPORT WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.96m (29.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,234,000,  Roadway Improvement Cost: $647,000,  Total Project Cost: $6,468,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5651A,  Location: 12.1 N THURSTON CO (Lat: 47.159764,  Lng: -122.483589),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 17,105 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,158 (year 2041),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: S TACOMA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.886,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 29.5 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: 23.0 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.63m (28.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,377,000,  Roadway Improvement Cost: $475,000,  Total Project Cost: $4,754,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5655A,  Location: 12.7 N THURSTON CO (Lat: 47.163331,  Lng: -122.480278),  Route carried "on" structure: State highway 512,  Year Built: 1958,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 78,216 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 113,256 (year 2039),  Design Load: HS 20,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,376,000,  Roadway Improvement Cost: $675,000,  Total Project Cost: $6,752,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5667A,  Location: 0.6 N JCT SR 512 (Lat: 47.170111,  Lng: -122.472556),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 89,243 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 129,223 (year 2039),  Design Load: HS 20,  Features Intersected: S96TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 206.093,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,183,000,  Roadway Improvement Cost: $237,000,  Total Project Cost: $2,366,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5667B,  Location: 0.6 N JCT SR 512 (Lat: 47.170111,  Lng: -122.472889),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 89,243 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 129,223 (year 2039),  Design Load: HS 20,  Features Intersected: S 96TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 206.093,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,170,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $2,339,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5943A,  Location: 9.7 N THURSTON CO (Lat: 47.137111,  Lng: -122.525611),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 14,297 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,333 (year 2036),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: GRAVELLY LAKE DRIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,682,000,  Roadway Improvement Cost: $336,000,  Total Project Cost: $3,364,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5943B,  Location: 9.7 N THURSTON CO (Lat: 47.137500,  Lng: -122.525889),  Route carried "on" structure: City street 5,  Year Built: 1959,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 27,805 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,330 (year 2036),  Design Load: HS 20,  Features Intersected: BNRR (NP),  Facility Carried by Structure: GRAVELLY LAKE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.8 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: 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5985A,  Location: 0.6 E JCT I-5 (Lat: 47.159936,  Lng: -122.467719),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 13,792 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,498 (year 2040),  Design Load: HS 20,  Features Intersected: SR 512,  Facility Carried by Structure: STEELE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $890,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $1,779,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9574A,  Location: 12.5 N THURSTON CO (Lat: 47.160042,  Lng: -122.483572),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 17,105 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,158 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RAMP,  Facility Carried by Structure: SOUTH TACOMA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.903,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $461,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $922,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 19133A,  Location: 7.7 N THURSTON CO (Lat: 47.118583,  Lng: -122.557083),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Not yet open,  Structure Length: 15.91m (52.20ft),  Average Daily Traffic: 14,599 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,709 (year 2036),  Design Load: HL 93,  Features Intersected: I-5,  Facility Carried by Structure: BERKELEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.2m (158.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.91m (52.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $6,890,000,  Roadway Improvement Cost: $1,378,000,  Total Project Cost: $13,781,000 ( 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: 19133B,  Location: 7.7 N THURSTON CO (Lat: 47.118514,  Lng: -122.557472),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2020,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 4,682 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,096 (year 2039),  Design Load: HL 93,  Features Intersected: I-5,  Facility Carried by Structure: SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,378,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $2,755,000 ( 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: 19133C,  Location: 7.7 N THURSTON CO (Lat: 47.118789,  Lng: -122.557222),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2020,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 6,801 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,308 (year 2039),  Design Load: HL 93,  Features Intersected: I-5,  Facility Carried by Structure: SB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.137,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.8 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: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19133D,  Location: 8.5 N THURSTON CO (Lat: 47.127006,  Lng: -122.544067),  Route carried "on" structure: City street 5,  Year Built: 2020,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 11,765 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,153 (year 2038),  Design Load: HL 93,  Features Intersected: I-5,  Facility Carried by Structure: THORNE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.9m (153.9ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.5 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: 38.9 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.49m (34.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,789,000,  Roadway Improvement Cost: $358,000,  Total Project Cost: $3,578,000 ( 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: 19133E,  Location: 8.7 N THURSTON CO (Lat: 47.127350,  Lng: -122.542250),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 11,765 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,153 (year 2038),  Design Load: HL 93,  Features Intersected: I-5,  Facility Carried by Structure: MURRAY RD SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,102,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $2,203,000 ( 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: 79845,  Location: 1.5 NW JCT SR 5 (Lat: 47.155819,  Lng: -122.523136),  Route carried "on" structure: City street 91170,  Year Built: 1938,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 16,270 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,800 (year 2041),  Design Load: HS 15,  Features Intersected: CLOVER CREEK,  Facility Carried by Structure: GRAVELLY LK DR SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  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: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,717,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $3,434,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 79998,  Location: 1.0 E JCT GRVLY LK (Lat: 47.166267,  Lng: -122.541928),  Route carried "on" structure: City street 3060,  Year Built: 1927,  Year Reconstructed: 1951,  Status: Posted for load,  Structure Length: 20.79m (68.21ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,400 (year 2041),  Design Load: H 15,  Features Intersected: STEILACOOM LAKE,  Facility Carried by Structure: INTERLAAKEN DR SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 43,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 21.09m (69.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: May 2017,  Bridge Improvement Cost: $10,518,000,  Roadway Improvement Cost: $2,104,000,  Total Project Cost: $21,037,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81214,  Location: .2 S JCT SR 5 (Lat: 47.144322,  Lng: -122.504522),  Route carried "on" structure: City street 90430,  Year Built: 1937,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 15,340 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: HS 20,  Features Intersected: CLOVER CREEK,  Facility Carried by Structure: BRIDGEPORT WY SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,314,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $2,629,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 81239,  Location: .5 NW JCT SR 5 (Lat: 47.145861,  Lng: -122.510250),  Route carried "on" structure: City street 90150,  Year Built: 1937,  Year Reconstructed: 1970,  Status: Posted for load,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 7,400 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: H 15,  Features Intersected: CLOVER CREEK,  Facility Carried by Structure: PACIFIC HWY SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,042,000,  Roadway Improvement Cost: $408,000,  Total Project Cost: $4,085,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8347,  Location: .1 W JCT 61 AVESW (Lat: 47.189300,  Lng: -122.520125),  Route carried "on" structure: City street 9280,  Year Built: 1970,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2041),  Design Load: HS 20,  Features Intersected: FLETT CREEK,  Facility Carried by Structure: 75 ST W
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: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,052,000,  Roadway Improvement Cost: $410,000,  Total Project Cost: $4,104,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 84651,  Location: 1.0 W BRIDGEPORT (Lat: 47.177772,  Lng: -122.535836),  Route carried "on" structure: City street 91500,  Year Built: 1939,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 24,900 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,000 (year 2041),  Design Load: H 15,  Features Intersected: CHAMBERS CREEK,  Facility Carried by Structure: STEILACOOM BLVD SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.504,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,717,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $3,434,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 84759,  Location: .5 N JCT SHR 1 (Lat: 47.183389,  Lng: -122.508572),  Route carried "on" structure: City street 93210,  Year Built: 1972,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 19,100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,000 (year 2039),  Design Load: HS 20,  Features Intersected: FLETT CREEK,  Facility Carried by Structure: LAKEWOOD DR SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,314,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $2,629,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85646,  Location: 00.1 MI E GRAV LK (Lat: 47.138889,  Lng: -122.523642),  Route carried "on" structure: City street 90150,  Year Built: 1959,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 5,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,700 (year 2040),  Design Load: H 20,  Features Intersected: SOUND TRANSIT RAILROAD,  Facility Carried by Structure: PACIFIC HWY SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $775,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $1,550,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: PB,  Location: 0.6 E JCT I-5 (Lat: 47.159967,  Lng: -122.467847),  Route carried "under" structure: State highway 512,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 111,640 (year 2019),  Truck Traffic: 8%,  Features Intersected: SR 512,  Facility Carried by Structure: STEELE ST
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 5523A,  Location: 10.4 N THURSTON CO (Lat: 47.141639,  Lng: -122.515194),  Route carried "under" structure: Interstate 5,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 151,772 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: NEW YORK AVE
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 201.538,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 5523C,  Location: 11.3 N THURSTON CO (Lat: 47.150581,  Lng: -122.499178),  Route carried "under" structure: Interstate 5,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 134,047 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: 47TH AVE SW
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 203.083,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 5582A,  Location: 11.1 N THURSTON CO (Lat: 47.147558,  Lng: -122.504419),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 134,047 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: BRIDGEPORT WAY
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 202.552,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 5651A,  Location: 12.1 N THURSTON CO (Lat: 47.159764,  Lng: -122.483589),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 111,438 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: S TACOMA WAY
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 204.644,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 5655A,  Location: 12.4 N THURSTON CO (Lat: 47.163331,  Lng: -122.480278),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 111,438 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 205.159,  Lanes on structure: 6,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 5801A,  Location: 11.5 N THURSTON CO (Lat: 47.152250,  Lng: -122.495583),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 150,721 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: LIGHT RAIL (ST)
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 203.437,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 5943A,  Location: 9.7 N THURSTON CO (Lat: 47.137111,  Lng: -122.525611),  Route carried "under" structure: Interstate 5,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 138,873 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: GRAVELLY LAKE DRIV
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 200.589,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 5985A,  Location: 0.6 E JCT I-5 (Lat: 47.159936,  Lng: -122.467719),  Route carried "under" structure: State highway 512,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 111,640 (year 2019),  Truck Traffic: 8%,  Features Intersected: SR 512,  Facility Carried by Structure: STEELE ST
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 9574A,  Location: 12.4 N THURSTON CO (Lat: 47.160042,  Lng: -122.483572),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 19,764 (year 2019),  Truck Traffic: 5%,  Features Intersected: RAMP,  Facility Carried by Structure: SOUTH TACOMA WAY
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 19133A,  Location: 7.7 N THURSTON CO (Lat: 47.118583,  Lng: -122.557083),  Route carried "under" structure: Interstate 5,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 126,102 (year 2019),  Truck Traffic: 10%,  Features Intersected: I-5,  Facility Carried by Structure: BERKELEY ST
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 197.386,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 19133D,  Location: 8.5 N THURSTON CO (Lat: 47.127006,  Lng: -122.544067),  Route carried "under" structure: Interstate 5,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 137,452 (year 2018),  Truck Traffic: 10%,  Features Intersected: I-5,  Facility Carried by Structure: THORNE RD
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 198.786,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 8142,  Location: .8 NE JCT SR 5 (Lat: 47.154889,  Lng: -122.495225),  Route carried "under" structure: City street 90150,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 12,859 (year 2021),  Truck Traffic: 5%,  Features Intersected: PACIFIC HWY SW,  Facility Carried by Structure: BNSF RAILROAD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.001,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.3m (106.0ft)