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

Find on map >>

Structure Number: 4887A,  Location: 4.0 N JCT SR 121 (Lat: 47.006750,  Lng: -122.908000),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 100,259 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 129,500 (year 2026),  Design Load: HS 20,  Features Intersected: LINWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.210,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2004,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $95,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 4950A,  Location: 4.7 N JCT SR 121 (Lat: 47.016667,  Lng: -122.905000),  Route carried "on" structure: City street 5,  Year Built: 1956,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 16.15m (52.99ft),  Average Daily Traffic: 14,308 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,451 ,  Design Load: HS 15,  Features Intersected: I-5, DESCHUTES RIVER,  Facility Carried by Structure: CUSTER WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.300,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $431,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 5090A,  Location: 0.5 N JCT US 101 (Lat: 47.023333,  Lng: -122.901667),  Route carried "on" structure: Interstate 5,  Year Built: 1956,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 100,259 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 126,800 (year 2026),  Design Load: HS 20,  Features Intersected: CAPITOL LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.170,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 64.0m (210.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2007,  Underwater Inspection Date: May 2006,  Bridge Improvement Cost: $521,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $782,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 5129A,  Location: 0.2 N JCT US 101 (Lat: 47.021667,  Lng: -122.905000),  Route carried "on" structure: Interstate 5,  Year Built: 1956,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 100,259 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 126,800 (year 2026),  Design Load: H 20,  Features Intersected: DESCHUTES PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.800,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 43.8m (143.7ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $171,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 13045A,  Location: JCT US 101 (Lat: 47.021667,  Lng: -122.905000),  Route carried "on" structure: US 5,  Year Built: 1987,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 64,857 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 80,400 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: S-W RAMP PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.800,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 13384A,  Location: 5.8 E JCT SR 8 (Lat: 47.021111,  Lng: -122.906667),  Route carried "on" structure: US 101,  Year Built: 1990,  Status: Open,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 64,857 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 80,400 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 591.070,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 66.4m (217.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Critical Feature Inspection Date: December 2007,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 13384B,  Location: US RT 101 (Lat: 47.023333,  Lng: -122.908333),  Route carried "on" structure: US 101,  Year Built: 1990,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 28,500 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,070 ,  Design Load: HS 20+Mod,  Features Intersected: S-S RAMP, I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 591.070,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $84,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 13692A,  Location: 3.5 N JCT SR 121 (Lat: 46.999806,  Lng: -122.912778),  Route carried "on" structure: City street 5,  Year Built: 1991,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 7,472 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,846 ,  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: TROSPER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.390,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 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: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $324,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 13701A,  Location: 2.4 N JCT SR 121 (Lat: 46.985731,  Lng: -122.922728),  Route carried "on" structure: City street 5,  Year Built: 1990,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 2,908 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,053 ,  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: ISRAEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.590,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 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: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $93,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 85452,  Location: 00.10 S. CUSTER WAY (Lat: 47.018333,  Lng: -122.905000),  Route carried "on" structure: City street 25,  Year Built: 1915,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 4,800 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 999,999 ,  Design Load: H 20,  Features Intersected: DESCHUTES RIVER,  Facility Carried by Structure: LOWER CUSTER WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.050,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 18.29m (60.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2008,  Bridge Improvement Cost: $1,363,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $2,045,000 ( Estimate for 2005)

Find on map >>

Structure Number: 85453,  Location: 00.23 N. E STREET (Lat: 47.013694,  Lng: -122.903583),  Route carried "on" structure: City street 5,  Year Built: 1936,  Status: Open,  Structure Length: 33.53m (110.01ft),  Average Daily Traffic: 12,500 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 999,999 ,  Design Load: H 20,  Features Intersected: DESCHUTES R. & OWRR&N R.,  Facility Carried by Structure: CAPITOL BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.280,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 27.9 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.53m (110.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $3,578,000,  Roadway Improvement Cost: $357,000,  Total Project Cost: $5,367,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 4950A,  Location: 4.7 N JCT SR 121 (Lat: 47.016667,  Lng: -122.905000),  Route carried "under" structure: Interstate 5,  Year Built: 1956,  Structure Length: 16.15m (52.99ft),  Average Daily Traffic: 62,005 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5, DESCHUTES RIVER,  Facility Carried by Structure: CUSTER WAY
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 1.673,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 50.3m (165.0ft)

Find on map >>

Structure Number: 5129A,  Location: 0.2 N JCT US 101 (Lat: 47.021667,  Lng: -122.905000),  Route carried "under" structure: Ramp City street 5,  Year Built: 1956,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 8,500 (year 2002),  Truck Traffic: 2%,  Features Intersected: DESCHUTES PARKWAY
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 1.678,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.4m (112.9ft)

Find on map >>

Structure Number: 13095A,  Location: 2.7 N JCT SR 121 (Lat: 46.990000,  Lng: -122.918333),  Route carried "under" structure: Interstate 5,  Year Built: 1987,  Structure Length: 25.02m (82.09ft),  Average Daily Traffic: 62,005 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5,  Facility Carried by Structure: PEDESTRIANS
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 16.412,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>

Structure Number: 13384A,  Location: 5.0 N JCT SR 121 (Lat: 47.021111,  Lng: -122.906667),  Route carried "under" structure: Interstate 5,  Year Built: 1990,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 54,112 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5,  Facility Carried by Structure: US 101
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 1.678,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 66.4m (217.8ft)

Find on map >>

Structure Number: 13384B,  Location: 5.0 N JCT SR 121 (Lat: 47.023333,  Lng: -122.908333),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1990,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 12,839 (year 2002),  Truck Traffic: 15%,  Features Intersected: S-S RAMP, I-5,  Facility Carried by Structure: S-S RAMP SR 101
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 1.678,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.0m (118.1ft)

Find on map >>

Structure Number: 13692A,  Location: 3.5 N JCT SR 121 (Lat: 46.999806,  Lng: -122.912778),  Route carried "under" structure: Interstate 5,  Year Built: 1991,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 62,005 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5,  Facility Carried by Structure: TROSPER RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 16.539,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 37.8m (124.0ft)

Find on map >>

Structure Number: 13701A,  Location: 2.4 N JCT SR 121 (Lat: 46.985731,  Lng: -122.922728),  Route carried "under" structure: Interstate 5,  Year Built: 1990,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 55,661 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5,  Facility Carried by Structure: ISRAEL RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 16.359,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 35.4m (116.1ft)