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

Find on map >>   Show street view

Structure Number: 85261,  Location: 0.0 INT. JCT I-5 (Lat: 47.213881,  Lng: -122.462531),  Route carried "on" structure: City street 3210,  Year Built: 1970,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 12,145 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,861 (year 2043),  Design Load: HS 20,  Features Intersected: INTERSTATE HWY 5,  Facility Carried by Structure: SOUTH 48TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 17.8 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: 13.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  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: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,288,000,  Roadway Improvement Cost: $458,000,  Total Project Cost: $4,576,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 85284,  Location: 0.9 E JCT I-5&38TH (Lat: 47.224708,  Lng: -122.482800),  Route carried "on" structure: City street 2983,  Year Built: 1971,  Status: Open,  Structure Length: 37.64m (123.49ft),  Average Daily Traffic: 19,265 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,677 (year 2042),  Design Load: HS 20,  Features Intersected: NPRR &SOUTH TACOMA WAY,  Facility Carried by Structure: UNION AVENUE SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.64m (123.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $14,326,000,  Roadway Improvement Cost: $2,865,000,  Total Project Cost: $28,652,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 85445,  Location: 2.0 NO JCT I-5 (Lat: 47.249572,  Lng: -122.434881),  Route carried "on" structure: City street 1280,  Year Built: 1986,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 2,631 (year 2020),  Average Future Daily Traffic: 4,065 (year 2042),  Design Load: HS 20,  Features Intersected: DOCK STREET,  Facility Carried by Structure: 15TH STREET
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,192,000,  Roadway Improvement Cost: $638,000,  Total Project Cost: $6,384,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 85446,  Location: 3.5 NW JCT I-5 (Lat: 47.277500,  Lng: -122.488889),  Route carried "on" structure: City street 2979,  Year Built: 1927,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 12.10m (39.70ft),  Average Daily Traffic: 8,088 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,558 (year 2039),  Design Load: HS 20,  Features Intersected: PUGET GULCH N32 TO N 33S,  Facility Carried by Structure: NORTH PROCTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,970,000,  Roadway Improvement Cost: $794,000,  Total Project Cost: $7,940,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 85541,  Location: N 21ST & FIFE (Lat: 47.267492,  Lng: -122.470950),  Route carried "on" structure: City street 3011,  Year Built: 1910,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 15,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,842 (year 2043),  Design Load: H 20,  Features Intersected: BUCKLEY GULCH,  Facility Carried by Structure: NORTH 21ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.7 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,888,000,  Roadway Improvement Cost: $578,000,  Total Project Cost: $5,776,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 85577,  Location: 2.0 N JCT SR509 (Lat: 47.274322,  Lng: -122.460111),  Route carried "on" structure: City street 3298,  Year Built: 1974,  Status: Open,  Structure Length: 23.77m (77.99ft),  Average Daily Traffic: 26,559 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,806 (year 2042),  Design Load: HS 20,  Features Intersected: NORTH 30TH & BNRR,  Facility Carried by Structure: SCHUSTER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 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: 41.8 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.77m (77.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,304,000,  Roadway Improvement Cost: $1,061,000,  Total Project Cost: $10,608,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 85586,  Location: 2.0 N JCT I-5 SR73 (Lat: 47.261214,  Lng: -122.440150),  Route carried "on" structure: Business City street 3017,  Year Built: 1987,  Status: Open,  Structure Length: 15.82m (51.90ft),  Average Daily Traffic: 4,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,858 (year 2043),  Design Load: HS 20,  Features Intersected: DOCK STREET,  Facility Carried by Structure: S 4TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.9m (153.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.82m (51.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,529,000,  Roadway Improvement Cost: $706,000,  Total Project Cost: $7,058,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 86562,  Location: 0.2 N JCT I-5 (Lat: 47.243269,  Lng: -122.403250),  Route carried "on" structure: City street 3246,  Year Built: 1925,  Status: Posted for load,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 15,256 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,461 (year 2042),  Design Load: H 20,  Features Intersected: RAILROAD,  Facility Carried by Structure: Fish War Mem X-ing
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 15.128,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 23.0 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: 17.8 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Superior 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: 3.87m (12.70ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $2,540,000,  Roadway Improvement Cost: $508,000,  Total Project Cost: $5,080,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 86565,  Location: 0.2 N JCT I-5 (Lat: 47.243208,  Lng: -122.403319),  Route carried "on" structure: City street 3246,  Year Built: 1925,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 15,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,474 (year 2040),  Design Load: HS 20,  Features Intersected: TERRAIN,  Facility Carried by Structure: Fish War Mem X-ing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.096,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.2 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: 21.7 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $722,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $1,444,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 86566,  Location: 0.2 N JCT I-5 (Lat: 47.243222,  Lng: -122.402053),  Route carried "on" structure: City street 3246,  Year Built: 1925,  Status: Posted for load,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 15,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,000 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP,  Facility Carried by Structure: Fish War Mem X-ing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.160,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

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 replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.01m (42.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $8,540,000,  Roadway Improvement Cost: $1,708,000,  Total Project Cost: $17,080,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 8742,  Location: East 32nd Street (Lat: 47.235314,  Lng: -122.404039),  Route carried "on" structure: City street 32,  Year Built: 2005,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 2,200 (year 2020),  Average Future Daily Traffic: 3,500 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Lister Gulch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.06m (33.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,300,000,  Roadway Improvement Cost: $660,000,  Total Project Cost: $6,600,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 8814,  Location: Puyallup River Crossing (Lat: 47.260556,  Lng: -122.419722),  Route carried "on" structure: City street 50950,  Year Built: 1930,  Status: Closed,  Structure Length: 66.48m (218.11ft),  Features Intersected: Milwaukee Way,  Facility Carried by Structure: East 11th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 49,  Number Of Approach Spans: 10,  Length of Maximum Span: 49.1m (161.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 66.48m (218.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $28,789,000,  Roadway Improvement Cost: $5,758,000,  Total Project Cost: $57,578,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 88226,  Location: 0.1 N JCT I-5 (Lat: 47.240778,  Lng: -122.417211),  Route carried "on" structure: City street 3129,  Year Built: 2007,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 1,521 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,350 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: EAST 25TH STREET,  Facility Carried by Structure: EAST L STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.1 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,292,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $2,584,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 88268,  Location: East D St. (Lat: 47.241483,  Lng: -122.429667),  Route carried "on" structure: City street 3101,  Year Built: 2008,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,880 (year 2042),  Design Load: HS 20,  Features Intersected: Railroad,  Facility Carried by Structure: D Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,984,000,  Roadway Improvement Cost: $397,000,  Total Project Cost: $3,967,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 88378,  Location: 0.6 NE JCT E Portland Ave (Lat: 47.253653,  Lng: -122.408089),  Route carried "on" structure: City street 1280,  Year Built: 2011,  Status: Open,  Structure Length: 35.20m (115.49ft),  Average Daily Traffic: 7,100 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 12,120 (year 2043),  Design Load: HL 93,  Features Intersected: E Marc St, Milwaukee Way,  Facility Carried by Structure: Lincoln Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.3 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.51m (116.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $17,708,000,  Roadway Improvement Cost: $3,542,000,  Total Project Cost: $35,416,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 88379,  Location: S atThorne & Lincoln (Lat: 47.257806,  Lng: -122.402297),  Route carried "on" structure: Business Other road 1280,  Year Built: 2011,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,200 (year 2043),  Design Load: HL 93,  Features Intersected: Lincoln Avenue ditch,  Facility Carried by Structure: Port Auto Access
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.3 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,018,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $2,037,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 88852,  Location: 1.0 N JCT SR 509 (Lat: 47.257894,  Lng: -122.439150),  Route carried "on" structure: City street 3298,  Year Built: 1974,  Status: Open,  Structure Length: 18.99m (62.30ft),  Average Daily Traffic: 7,955 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,319 (year 2041),  Design Load: HS 20,  Features Intersected: SCHUSTER PKWY NB,  Facility Carried by Structure: TAC SPUR-SCHUST SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 9.656,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: 18.99m (62.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,364,000,  Roadway Improvement Cost: $673,000,  Total Project Cost: $6,728,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 88853,  Location: 1.0 N JCT SR 509 (Lat: 47.257183,  Lng: -122.438094),  Route carried "on" structure: City street 3298,  Year Built: 1974,  Status: Open,  Structure Length: 21.95m (72.01ft),  Average Daily Traffic: 8,125 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,625 (year 2041),  Design Load: HS 20,  Features Intersected: SCHUSTER PKWY SB,  Facility Carried by Structure: TAC SPUR-SCHUST SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 9.656,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.95m (72.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,304,000,  Roadway Improvement Cost: $461,000,  Total Project Cost: $4,608,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 88854,  Location: 1.0 N JCT SR 509 (Lat: 47.257214,  Lng: -122.438022),  Route carried "on" structure: City street 3298,  Year Built: 1974,  Status: Open,  Structure Length: 27.49m (90.19ft),  Average Daily Traffic: 11,151 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,800 (year 2042),  Design Load: HS 20,  Features Intersected: SCHUSTER PARKWAY,  Facility Carried by Structure: TAC SPUR-STADIUM N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: 27.49m (90.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,067,000,  Roadway Improvement Cost: $613,000,  Total Project Cost: $6,134,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 89074,  Location: 0.01 E JCT PORTLAND AVE (Lat: 47.242631,  Lng: -122.410722),  Route carried "on" structure: City street 3246,  Year Built: 2019,  Status: Posted for load,  Structure Length: 31.18m (102.30ft),  Average Daily Traffic: 16,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,500 (year 2043),  Design Load: HL 93,  Features Intersected: RAMP, RR, ROAD, TERRAIN,  Facility Carried by Structure: FISHING WARS XING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.7 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: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.18m (102.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $14,322,000,  Roadway Improvement Cost: $2,864,000,  Total Project Cost: $28,644,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 89146,  Location: 1.9 N JCT I-705 (Lat: 47.249331,  Lng: -122.385650),  Route carried "on" structure: City street 509,  Year Built: 2001,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 13,900 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,000 (year 2038),  Design Load: HL 93,  Features Intersected: Port Access Road,  Facility Carried by Structure: Port of Tacoma Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.798,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Culverts: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,736,000,  Roadway Improvement Cost: $347,000,  Total Project Cost: $3,472,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 5452A,  Location: 0.3 N JCT I-5 (Lat: 47.253956,  Lng: -122.433075),  Route carried "under" structure: Interstate 705,  Year Built: 1911,  Structure Length: 0. m,  Average Daily Traffic: 40,311 (year 2019),  Truck Traffic: 3%,  Features Intersected: CITY WATERWAY CS2749,  Facility Carried by Structure: E 11TH ST
Minimum Vertical Clearance: 11.20m (36.75ft),  Kilometerpoint: 2.317,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Movable - Lift,  Length of Maximum Span: 67.4m (221.1ft)

Find on map >>   Show street view

Structure Number: 5667C,  Location: 1.4 N JCT SR 512 (Lat: 47.181067,  Lng: -122.465219),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 170,806 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-5,  Facility Carried by Structure: S 84TH ST
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 207.477,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>   Show street view

Structure Number: 5723A,  Location: 2.1 N JCT SR 512 (Lat: 47.190608,  Lng: -122.462736),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 162,174 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-5,  Facility Carried by Structure: S 74TH - S 72ND ST
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 208.555,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

Find on map >>   Show street view

Structure Number: 5831A,  Location: 3.2 N JCT SR 512 (Lat: 47.206583,  Lng: -122.462056),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 181,111 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-5
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 210.325,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>   Show street view

Structure Number: 6613B,  Location: JCT I-5 (Lat: 47.239972,  Lng: -122.402917),  Route carried "under" structure: State highway 167,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 23,913 (year 2019),  Truck Traffic: 6%,  Features Intersected: PUYALLUP R/RR/SR 167,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 0.451,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

Find on map >>   Show street view

Structure Number: 6821A,  Location: JCT I-5 (Lat: 47.239556,  Lng: -122.407694),  Route carried "under" structure: State highway 167,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 4,325 (year 2019),  Truck Traffic: 6%,  Features Intersected: SR 167 NB,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.001,  Lanes on structure: 11,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>   Show street view

Structure Number: 6979E,  Location: JCT I-5 (Lat: 47.239992,  Lng: -122.404186),  Route carried "under" structure: Ramp State highway 167,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 12,184 (year 2012),  Truck Traffic: 10%,  Features Intersected: SR 167 RAMP TO SB I-5
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.9m (71.9ft)

Find on map >>   Show street view

Structure Number: 7326A,  Location: 1.4 N JCT SR 16 (Lat: 47.233139,  Lng: -122.433778),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 19,637 (year 2012),  Truck Traffic: 3%,  Features Intersected: I-705, SR 7, RAMPS, RR
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 7326A,  Location: JCT I-5 (Lat: 47.233139,  Lng: -122.433778),  Route carried "under" structure: Ramp Interstate 7,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 14,969 (year 2019),  Truck Traffic: 4%,  Features Intersected: I-705, SR 7, RAMPS, RR,  Facility Carried by Structure: I-5 HOV
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 94.308,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 7326B,  Location: 1.4 N JCT SR 16 (Lat: 47.233278,  Lng: -122.434000),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 19,637 (year 2012),  Truck Traffic: 3%,  Features Intersected: I-705, SR 7, RAMPS, RR
Minimum Vertical Clearance: 8.03m (26.35ft),  Kilometerpoint: 0.290,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

Find on map >>   Show street view

Structure Number: 7326B,  Location: JCT I-5 (Lat: 47.233278,  Lng: -122.434000),  Route carried "under" structure: State highway 7,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 14,969 (year 2019),  Truck Traffic: 4%,  Features Intersected: I-705, SR 7, RAMPS, RR,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 7.59m (24.90ft),  Kilometerpoint: 0.032,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

Find on map >>   Show street view

Structure Number: 7326C,  Location: 6.1 N JCT SR 512 (Lat: 47.232778,  Lng: -122.433139),  Route carried "under" structure: Ramp State highway 7,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,367 (year 2012),  Truck Traffic: 5%,  Features Intersected: S-S RAMP I-705 TO SR 7,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 7326D,  Location: 5.5 N JCT SR 512 (Lat: 47.233161,  Lng: -122.431917),  Route carried "under" structure: Ramp State highway 705,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,969 (year 2019),  Truck Traffic: 4%,  Features Intersected: S-S RAMP I-705 TO SR 7,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 94.211,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 7326E,  Location: 5.6 N JCT SR 512 (Lat: 47.232750,  Lng: -122.433000),  Route carried "under" structure: State highway 7,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,969 (year 2019),  Truck Traffic: 4%,  Features Intersected: SR 7 SB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 94.227,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 7505D,  Location: 1.4 N JCT SR 16 (Lat: 47.229861,  Lng: -122.428611),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 4,393 (year 2012),  Truck Traffic: 15%,  Features Intersected: SR 7 SB, RAILROAD,  Facility Carried by Structure: SR 7 NB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.660,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.5m (146.0ft)

Find on map >>   Show street view

Structure Number: 7505E,  Location: 1.4 N JCT SR 16 (Lat: 47.234028,  Lng: -122.435472),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,718 (year 2012),  Truck Traffic: 5%,  Features Intersected: S-S RAMP,  Facility Carried by Structure: S 30TH ST
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

Find on map >>   Show street view

Structure Number: 8006A,  Location: 4.9 N JCT SR 512 (Lat: 47.223114,  Lng: -122.427139),  Route carried "under" structure: State highway 7,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 14,145 (year 2019),  Truck Traffic: 4%,  Features Intersected: SR 7,  Facility Carried by Structure: E 38TH STEET
Minimum Vertical Clearance: 9.12m (29.92ft),  Kilometerpoint: 92.988,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

Find on map >>   Show street view

Structure Number: 8543C,  Location: 0.4 N JCT I-5 (Lat: 47.236639,  Lng: -122.463583),  Route carried "under" structure: Ramp State highway 16,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 29,693 (year 2012),  Truck Traffic: 8%,  Features Intersected: SR 16 RAMPS/S SPRAGUE AV,  Facility Carried by Structure: S 25TH ST
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

Find on map >>   Show street view

Structure Number: 12245A,  Location: JCT SR 16 (Lat: 47.256917,  Lng: -122.515528),  Route carried "under" structure: State highway 163,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 20,005 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 163/PEARL ST,  Facility Carried by Structure: SR 16
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.5m (159.1ft)

Find on map >>   Show street view

Structure Number: 12449A,  Location: 4.7 N JCT I-5 (Lat: 47.258500,  Lng: -122.537111),  Route carried "under" structure: State highway 16,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 71,552 (year 2019),  Truck Traffic: 5%,  Features Intersected: SR 16,  Facility Carried by Structure: JACKSON AVE
Minimum Vertical Clearance: 7.65m (25.10ft),  Kilometerpoint: 7.516,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.1m (148.0ft)

Find on map >>   Show street view

Structure Number: 12648A,  Location: 0.3 N JCT I-5 (Lat: 47.246650,  Lng: -122.435322),  Route carried "under" structure: Interstate 705,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 26,987 (year 2019),  Truck Traffic: 4%,  Features Intersected: 15TH ST-PLRR, I-705
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

Find on map >>   Show street view

Structure Number: 12992B,  Location: 0.3 N JCT I-5 (Lat: 47.235358,  Lng: -122.431214),  Route carried "under" structure: Interstate 705,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 20,833 (year 2019),  Truck Traffic: 4%,  Features Intersected: I-705 NB, RAMP, STREETS+
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 51.8m (169.9ft)

Find on map >>   Show street view

Structure Number: 12992B,  Location: 0.5 N JCT I-5 (Lat: 47.235358,  Lng: -122.431214),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 11,210 (year 2019),  Truck Traffic: 4%,  Features Intersected: I-705 NB, RAMP, STREETS+,  Facility Carried by Structure: I-705 NB
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 51.8m (169.9ft)

Find on map >>   Show street view

Structure Number: 12992D,  Location: 6.1 N JCT SR 512 (Lat: 47.233456,  Lng: -122.433975),  Route carried "under" structure: Ramp Interstate 7,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 3,367 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-705 SB, RAMP, STREETS+
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 19,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

Find on map >>   Show street view

Structure Number: 12992D,  Location: 0.5 N JCT I-5 (Lat: 47.233456,  Lng: -122.433975),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 112,010 (year 2019),  Truck Traffic: 4%,  Features Intersected: I-705 SB, RAMP, STREETS+,  Facility Carried by Structure: I-705 SB, S-S RAMP
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

Find on map >>   Show street view

Structure Number: 13207A,  Location: 2.1 N JCT SR 512 (Lat: 47.190417,  Lng: -122.463139),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 12,581 (year 2019),  Truck Traffic: 2%,  Features Intersected: S-W RAMP,  Facility Carried by Structure: 74TH - 72ND ST
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.274,  Lanes on structure: 8,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 16.5m (54.1ft)

Find on map >>   Show street view

Structure Number: 13783A,  Location: 2.6 N JCT I-5 (Lat: 47.242861,  Lng: -122.505056),  Route carried "under" structure: State highway 16,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 104,330 (year 2019),  Truck Traffic: 5%,  Features Intersected: SR 16,  Facility Carried by Structure: SOUTH 19TH ST
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 4.039,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.9m (130.9ft)

Find on map >>   Show street view

Structure Number: 14409B,  Location: 0.7 N JCT I-705 (Lat: 47.244408,  Lng: -122.418436),  Route carried "under" structure: City street 509,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 22,211 (year 2010),  Truck Traffic: 20%,  Features Intersected: RIVER, RR, PORTLAND AVE
Minimum Vertical Clearance: 8.97m (29.43ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 135.6m (444.9ft)

Find on map >>   Show street view

Structure Number: 14747A,  Location: 0.3 N JCT I-5 (Lat: 47.243222,  Lng: -122.435000),  Route carried "under" structure: Interstate 705,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 20,015 (year 2019),  Truck Traffic: 4%,  Features Intersected: I-705, BNRR, DOCK STREET,  Facility Carried by Structure: SR 509
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 1.159,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.0m (150.9ft)

Find on map >>   Show street view

Structure Number: 15833A,  Location: 2.4 N JCT I-705 (Lat: 47.247472,  Lng: -122.385639),  Route carried "under" structure: State highway 509,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 25,646 (year 2019),  Truck Traffic: 5%,  Features Intersected: SR 509,  Facility Carried by Structure: PORT OF TACOMA RD
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 3.782,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Find on map >>   Show street view

Structure Number: 15935A,  Location: 4.3 N JCT SR 512 (Lat: 47.222925,  Lng: -122.464075),  Route carried "under" structure: Interstate 5,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 135,007 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-5,  Facility Carried by Structure: 38TH ST
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 212.160,  Lanes on structure: 7,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 50.0m (164.0ft)

Find on map >>   Show street view

Structure Number: 15935B,  Location: 4.1 N JCT SR 512 (Lat: 47.224306,  Lng: -122.464583),  Route carried "under" structure: Interstate 5,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 135,007 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-5,  Facility Carried by Structure: PED PATH
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 212.305,  Lanes under structure: 14,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 46.0m (150.9ft)

Find on map >>   Show street view

Structure Number: 16767A,  Location: 1.9 N JCT I-5 (Lat: 47.235611,  Lng: -122.497833),  Route carried "under" structure: State highway 16,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 104,330 (year 2019),  Truck Traffic: 5%,  Features Intersected: SR 16
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 3.138,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

Find on map >>   Show street view

Structure Number: 16767E,  Location: JCT SR 16 (Lat: 47.257167,  Lng: -122.515500),  Route carried "under" structure: State highway 163,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 20,005 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 163/PEARL ST,  Facility Carried by Structure: SR 16
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.5m (159.1ft)

Find on map >>   Show street view

Structure Number: 16958B,  Location: 0.9 N JCT SR 16 (Lat: 47.231111,  Lng: -122.443056),  Route carried "under" structure: Interstate 5,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 165,835 (year 2019),  Truck Traffic: 8%,  Features Intersected: I-5,  Facility Carried by Structure: THOMPSON/YAKIMA AV
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 214.413,  Lanes on structure: 3,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 68.9m (226.0ft)

Find on map >>   Show street view

Structure Number: 16958C,  Location: 1.0 N JCT SR 16 (Lat: 47.231944,  Lng: -122.440833),  Route carried "under" structure: Interstate 5,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 165,835 (year 2019),  Truck Traffic: 8%,  Features Intersected: I-5,  Facility Carried by Structure: DELIN STREET
Minimum Vertical Clearance: 7.72m (25.33ft),  Kilometerpoint: 214.606,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 75.9m (249.0ft)

Find on map >>   Show street view

Structure Number: 17594A,  Location: JCT I-5/SR 16 (Lat: 47.228500,  Lng: -122.461111),  Route carried "under" structure: Interstate 5,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 135,007 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-5,  Facility Carried by Structure: N-N RAMP
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 213.077,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 89.9m (294.9ft)

Find on map >>   Show street view

Structure Number: 17594D,  Location: SR 16 / SPRAGUE AVE (Lat: 47.233722,  Lng: -122.463444),  Route carried "under" structure: Ramp State highway 5,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 36,342 (year 2019),  Truck Traffic: 7%,  Features Intersected: CENTER STREET,  Facility Carried by Structure: N-E RAMP
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.304,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)