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

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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: 101,837 (year 2010), Truck Traffic: 13%, Average Future Daily Traffic: 142,572 (year 2030), 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, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $3,791,000, Roadway Improvement Cost: $758,000, Total Project Cost: $7,581,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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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: 28,463 (year 2031), 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: Good, Superstructure: Good, Substructure: Good, 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, Length Of Structure Improvement: 17.68m (58.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $12,992,000, Roadway Improvement Cost: $2,598,000, Total Project Cost: $25,984,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing

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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: 95,462 (year 2010), Truck Traffic: 13%, Average Future Daily Traffic: 133,647 (year 2030), 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, Length Of Structure Improvement: 13.47m (44.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 11, Underwater Inspection Date: May 10, Bridge Improvement Cost: $26,874,000, Roadway Improvement Cost: $5,375,000, Total Project Cost: $53,747,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 5129A, Location: 5.0 N JCT SR 121 (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: 95,462 (year 2010), Truck Traffic: 13%, Average Future Daily Traffic: 133,647 (year 2030), 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: Satisfactory, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $6,989,000, Roadway Improvement Cost: $1,398,000, Total Project Cost: $13,978,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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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: 31,264 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 43,770 (year 2030), Design Load: HS 20+Mod, Features Intersected: DESCHUTES PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.800, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, 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, Length Of Structure Improvement: 9.81m (32.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $5,667,000, Roadway Improvement Cost: $1,133,000, Total Project Cost: $11,334,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 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: 62,528 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 87,539 (year 2030), 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, Length Of Structure Improvement: 14.05m (46.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 11, Critical Feature Inspection Date: November 11, Bridge Improvement Cost: $8,114,000, Roadway Improvement Cost: $1,623,000, Total Project Cost: $16,227,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13384B, Location: 5.8 E JCT SR 8 (Lat: 47.023333, Lng: -122.908333), Route carried "on" structure: Ramp US 101, Year Built: 1990, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 11,856 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 16,598 (year 2030), 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, 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: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $3,712,000, Roadway Improvement Cost: $742,000, Total Project Cost: $7,424,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 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: 21,860 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 30,604 (year 2030), 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, Base Highway Network: Yes, 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, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $9,344,000, Roadway Improvement Cost: $1,869,000, Total Project Cost: $18,688,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 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: 5,924 (year 2032), 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, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $4,717,000, Roadway Improvement Cost: $943,000, Total Project Cost: $9,434,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 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: 7,400 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 12,000 (year 2030), Design Load: H 15, 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: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: September 11, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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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: 17,500 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 26,000 (year 2030), Design Load: H 15, 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, 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: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, 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: December 10, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $58,000, Total Project Cost: $873,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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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: 95,462 (year 2010), Truck Traffic: 13%, 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)

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Structure Number: 5129A, Location: 5.0 N JCT SR 121 (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: 15,569 (year 2010), Truck Traffic: 2%, Features Intersected: DESCHUTES PARKWAY
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.678, Lanes on structure: 7, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.4m (112.9ft)

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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: 81,879 (year 2010), Truck Traffic: 13%, 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)

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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: 95,462 (year 2010), Truck Traffic: 13%, 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)

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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: 2,944 (year 2010), Truck Traffic: 4%, 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)

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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: 81,879 (year 2010), Truck Traffic: 13%, 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)

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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: 61,367 (year 2010), Truck Traffic: 16%, 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)