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Bridge Statistics for Tumwater, Washington (WA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Tumwater, WA, Washington, Washington forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 193 meters (633ft) Total costs: $9,770,000 Total average daily traffic: 818,106 Total average daily truck traffic: 87,422 National Bridge Inventory (NBI) Registered Bridges for Tumwater
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel 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) Discuss this city on our hugely popular Washington forum Back to: Tumwater, WA, Washington, All US cities.
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