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

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Structure Number: 8100A,  Location: 5.0 N JCT US 101 (Lat: 47.048639,  Lng: -122.819222),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 50,462 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 73,068 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MARTIN WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.612,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 21.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.2 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,981,000,  Roadway Improvement Cost: $596,000,  Total Project Cost: $5,962,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8100B,  Location: 5.0 N JCT US 101 (Lat: 47.048667,  Lng: -122.818750),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 50,462 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 73,068 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MARTIN WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.644,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 16.5 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: 13.0 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,046,000,  Roadway Improvement Cost: $609,000,  Total Project Cost: $6,091,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8100C,  Location: 6.4 N JCT US 101 (Lat: 47.057917,  Lng: -122.796806),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 4,466 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,110 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: CARPENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.323,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 20.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.2 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.85m (35.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,994,000,  Roadway Improvement Cost: $399,000,  Total Project Cost: $3,987,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8100D,  Location: 1.2 N JCT SR 510 (Lat: 47.066056,  Lng: -122.741500),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 7,124 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,788 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: MERIDIAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  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: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.5 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: 23.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,904,000,  Roadway Improvement Cost: $381,000,  Total Project Cost: $3,808,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8100E,  Location: 2.2 N JCT SR 510 (Lat: 47.067906,  Lng: -122.720333),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 51,349 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 74,353 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MCALLISTER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.610,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 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: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 15.2 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: 11.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  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: 8.29m (27.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,938,000,  Roadway Improvement Cost: $588,000,  Total Project Cost: $5,875,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8100F,  Location: 2.2 N JCT SR 510 (Lat: 47.068139,  Lng: -122.720250),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 51,349 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 74,353 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MCALLISTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.610,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 15.2 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: 11.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  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: 8.29m (27.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $2,938,000,  Roadway Improvement Cost: $588,000,  Total Project Cost: $5,875,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8100G,  Location: 2.2 N JCT SR 510 (Lat: 47.067356,  Lng: -122.721000),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 2,115 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,062 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MCALLISTER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 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: 35.0 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,210,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $2,419,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8100H,  Location: 2.2 N JCT SR 510 (Lat: 47.068806,  Lng: -122.719583),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 2,079 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,010 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MCALLISTER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $874,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $1,747,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8100I,  Location: 2.4 N JCT SR 510 (Lat: 47.068333,  Lng: -122.715500),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 11.25m (36.91ft),  Average Daily Traffic: 8,626 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,490 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I-5 MAINLINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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 minimum criteria,  Length Of Structure Improvement: 11.25m (36.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,140,000,  Roadway Improvement Cost: $428,000,  Total Project Cost: $4,280,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8100J,  Location: 2.7 N JCT SR 510 (Lat: 47.069111,  Lng: -122.711333),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 51,349 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 74,353 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NISQUALLY OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.334,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 25.3 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: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,280,000,  Roadway Improvement Cost: $456,000,  Total Project Cost: $4,560,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 12137A,  Location: 2.7 N JCT SR 510 (Lat: 47.068833,  Lng: -122.710972),  Route carried "on" structure: Interstate 5,  Year Built: 1982,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 51,349 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 74,353 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NISQUALLY OVERFLOW-SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.334,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,520,000,  Roadway Improvement Cost: $504,000,  Total Project Cost: $5,040,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13130A,  Location: 4.8 N JCT US 101 (Lat: 47.047139,  Lng: -122.823222),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 31,602 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 60,613 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: COLLEGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.525,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $2,558,000,  Roadway Improvement Cost: $512,000,  Total Project Cost: $5,116,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 15774A,  Location: JCT I-5 (Lat: 47.063806,  Lng: -122.765389),  Route carried "on" structure: State highway 510,  Year Built: 2001,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 34,370 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,767 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 82.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $4,410,000,  Roadway Improvement Cost: $882,000,  Total Project Cost: $8,819,000 ( 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: 80067,  Location: Lacey Cily Limit (Lat: 46.990556,  Lng: -122.796850),  Route carried "on" structure: County highway 15725,  Year Built: 1951,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,105 (year 2042),  Design Load: HS 20,  Features Intersected: RAILROAD,  Facility Carried by Structure: YELM HWY S.E.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.753,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  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: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.58m (18.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $555,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $999,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 80616,  Location: .2 E JCT I5 (Lat: 47.067647,  Lng: -122.714372),  Route carried "on" structure: County highway 13585,  Year Built: 1936,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 5,226 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 8,079 (year 2042),  Design Load: HL 93,  Features Intersected: OVERFLOW CHANNEL,  Facility Carried by Structure: NISQUALLY CUTOFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $626,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,251,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8239,  Location: 2.0 m S of I-5 on ramp (Lat: 47.049969,  Lng: -122.726486),  Route carried "on" structure: County highway 14830,  Year Built: 1964,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 1,384 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,140 (year 2041),  Design Load: HS 20,  Features Intersected: MCALLISTER CREEK,  Facility Carried by Structure: STEILACOOM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,098,000,  Roadway Improvement Cost: $420,000,  Total Project Cost: $4,195,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 82954,  Location: OVER LONG LAKE (Lat: 47.025022,  Lng: -122.782697),  Route carried "on" structure: County highway 12230,  Year Built: 1962,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 177 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 284 (year 2043),  Design Load: H 20,  Features Intersected: LONG LAKE,  Facility Carried by Structure: HOLMES ISD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $958,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $1,915,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 84511,  Location: 2.5 m E of Hwy 99 (Lat: 46.920164,  Lng: -122.810089),  Route carried "on" structure: County highway 15410,  Year Built: 1986,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,957 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,025 (year 2042),  Design Load: HS 20,  Features Intersected: DESCHUTES RIVER,  Facility Carried by Structure: WALDRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,432,000,  Roadway Improvement Cost: $486,000,  Total Project Cost: $4,864,000 ( 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: 86522,  Location: .23 m SW of Nisqually Cu (Lat: 47.064825,  Lng: -122.724253),  Route carried "on" structure: County highway 13190,  Year Built: 2000,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 17,895 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 27,665 (year 2042),  Design Load: HS 20,  Features Intersected: MC ALLISTER CREEK,  Facility Carried by Structure: MARTIN WAY EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.314,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,789,000,  Roadway Improvement Cost: $758,000,  Total Project Cost: $7,578,000 ( 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: 86523,  Location: .19 m SW of Nisqually Cut (Lat: 47.065147,  Lng: -122.722611),  Route carried "on" structure: County highway 13190,  Year Built: 2000,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 17,895 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 27,665 (year 2042),  Design Load: HS 20,  Features Intersected: SLOUGH,  Facility Carried by Structure: MARTIN WAY E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.442,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,789,000,  Roadway Improvement Cost: $758,000,  Total Project Cost: $7,578,000 ( 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: 86526,  Location: .7 mi. W of Marvin Rd (Lat: 47.003472,  Lng: -122.768894),  Route carried "on" structure: County highway 13490,  Year Built: 1999,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 7,703 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,909 (year 2043),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: Mullen Road
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,550,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $3,101,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 86641,  Location: 1 MILE E DUTERROW INT (Lat: 47.051633,  Lng: -122.721392),  Route carried "on" structure: County highway 14830,  Year Built: 2001,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,001 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,548 (year 2042),  Design Load: HS 20,  Features Intersected: HARTMAN CREEK,  Facility Carried by Structure: STEIACOOM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $593,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,186,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87081,  Location: 0.85 m E of SleaterKinney (Lat: 47.071744,  Lng: -122.817386),  Route carried "on" structure: County highway 14000,  Year Built: 2003,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 420 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 649 (year 2042),  Design Load: HS 20,  Features Intersected: WOODLAND CREEK,  Facility Carried by Structure: PLEASANT GLADE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $927,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $1,854,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 88919,  Location: 0.26 m N Pac Ave SE (Lat: 47.041303,  Lng: -122.800550),  Route carried "on" structure: County highway 10690,  Year Built: 2014,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10,192 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,757 (year 2041),  Design Load: HL 93,  Features Intersected: LAKE LOIS,  Facility Carried by Structure: CARPENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $538,000 ( Estimate for 2014)

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Structure Number: 8100C,  Location: 6.4 N JCT US 101 (Lat: 47.057917,  Lng: -122.796806),  Route carried "under" structure: Interstate 5,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 120,989 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-5,  Facility Carried by Structure: CARPENTER RD
Minimum Vertical Clearance: 8.46m (27.76ft),  Kilometerpoint: 177.672,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 8100D,  Location: 1.2 N JCT SR 510 (Lat: 47.066056,  Lng: -122.741500),  Route carried "under" structure: Interstate 5,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 106,357 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-5,  Facility Carried by Structure: MERIDIAN RD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 181.985,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 8100E,  Location: 2.2 N JCT SR 510 (Lat: 47.067906,  Lng: -122.720333),  Route carried "under" structure: County highway 5,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,912 (year 2016),  Truck Traffic: 8%,  Features Intersected: MCALLISTER CR
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.113,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 8100F,  Location: 2.2 N JCT SR 510 (Lat: 47.068139,  Lng: -122.720250),  Route carried "under" structure: County highway 5,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,912 (year 2016),  Truck Traffic: 8%,  Features Intersected: MCALLISTER CREEK
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.080,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 8100I,  Location: 2.4 N JCT SR 510 (Lat: 47.068333,  Lng: -122.715500),  Route carried "under" structure: Interstate 5,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 102,698 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-5 MAINLINE
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 183.932,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 13130A,  Location: 4.8 N JCT US 101 (Lat: 47.047139,  Lng: -122.823222),  Route carried "under" structure: Interstate 5,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 117,520 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-5,  Facility Carried by Structure: COLLEGE ST
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 175.241,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 15774A,  Location: 7.7 N JCT US 101 (Lat: 47.063806,  Lng: -122.765389),  Route carried "under" structure: Interstate 5,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 89,871 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-5
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 180.150,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 80223,  Location: 0.3 S 70th Way (Lat: 46.980594,  Lng: -122.817822),  Route carried "under" structure: County highway 14115,  Year Built: 1920,  Structure Length: 0. m,  Average Daily Traffic: 8,230 (year 2020),  Truck Traffic: 15%,  Features Intersected: RAINIER RD.,  Facility Carried by Structure: BNRR Main Line
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.001,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 8477,  Location: .7 m W Marvin Rd (Lat: 47.003194,  Lng: -122.769047),  Route carried "under" structure: County highway 13490,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 5,211 (year 2021),  Truck Traffic: 15%,  Features Intersected: MULLEN ROAD,  Facility Carried by Structure: N P RAILROAD
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 0.001,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 86391,  Location: .5 m W of College St (Lat: 46.996100,  Lng: -122.833614),  Route carried "under" structure: City street 15725,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 15%,  Features Intersected: YELM HIGHWAY,  Facility Carried by Structure: PARKS PED. TRAIL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 6.888,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 88709,  Location: 0.3 WEST OF SLEATER KINNE (Lat: 47.040278,  Lng: -122.838986),  Route carried "under" structure: City street 13850,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 24,185 (year 2020),  Truck Traffic: 15%,  Features Intersected: PACIFIC AVE.,  Facility Carried by Structure: CHEHALIS WESTRN TR
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 2.543,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)