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Bridge Statistics for Kelso, Washington (WA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Kelso, WA, Washington, Washington forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 34
Total length: 451 meters (1,480ft) Total costs: $448,635,000 Total average daily traffic: 582,246 Total average daily truck traffic: 105,810 National Bridge Inventory (NBI) Registered Bridges for Kelso
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >> Show street view
Structure Number: 3093A, Location: 2.3 N JCT SR 432 (Lat: 46.138333, Lng: -122.895000), Route carried "on" structure: City street 500, Year Built: 1947, Status: Open, Structure Length: 14.87m (48.79ft), Average Daily Traffic: 1,500 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 1,650 (year 2030), Design Load: HS 20, Features Intersected: COWEEMAN R, Facility Carried by Structure: KELSO DR Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 63.170, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 11, Critical Feature Inspection Date: March 11, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 3717A, Location: 0.1 E JCT SR 411 SP (Lat: 46.146667, Lng: -122.913333), Route carried "on" structure: State highway 4, Year Built: 1951, Status: Open, Structure Length: 52.12m (171.00ft), Average Daily Traffic: 20,673 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 24,808 (year 2030), Design Load: HS 20, Features Intersected: COWLITZ R NP RY SR 411 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 98.280, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 73.2m (240.2ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 20, Length of Maximum Span: 78.0m (255.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 53.64m (175.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 10, Critical Feature Inspection Date: September 10, Underwater Inspection Date: August 2009, Bridge Improvement Cost: $47,872,000, Roadway Improvement Cost: $9,574,000, Total Project Cost: $95,744,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 5968A, Location: 2.7 E JCT SR 411 (Lat: 46.106667, Lng: -122.878333), Route carried "on" structure: State highway 432, Year Built: 1959, Year Reconstructed: 1976, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 19,478 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 27,269 (year 2030), Design Load: HS 20, Features Intersected: I-5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.560, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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 11, Bridge Improvement Cost: $8,976,000, Roadway Improvement Cost: $1,795,000, Total Project Cost: $17,952,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 6025A, Location: 15.8 N JCT SR 503 (Lat: 46.106667, Lng: -122.878333), Route carried "on" structure: Ramp Interstate 5, Year Built: 1959, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 9,712 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 13,597 (year 2030), Design Load: HS 20, Features Intersected: SR 432 E-S RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.500, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $2,983,000, Roadway Improvement Cost: $597,000, Total Project Cost: $5,965,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 6321A, Location: 2.0 E JCT SR 411 (Lat: 46.106861, Lng: -122.894417), Route carried "on" structure: State highway 432, Year Built: 1961, Year Reconstructed: 1971, Status: Open, Structure Length: 51.08m (167.59ft), Average Daily Traffic: 15,380 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 21,532 (year 2030), Design Load: HS 20+Mod, Features Intersected: COWLITZ R & NP RY Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 15.410, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 85.3m (279.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 52.61m (172.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 11, Critical Feature Inspection Date: April 11, Underwater Inspection Date: September 10, Bridge Improvement Cost: $30,378,000, Roadway Improvement Cost: $6,076,000, Total Project Cost: $60,755,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 9100A, Location: 2.0 E JCT SR 411 (Lat: 46.107083, Lng: -122.894333), Route carried "on" structure: State highway 432, Year Built: 1973, Status: Open, Structure Length: 52.70m (172.90ft), Average Daily Traffic: 15,380 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 21,532 (year 2030), Design Load: HS 20+Mod, Features Intersected: COWLITZ R & NP RY Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 15.410, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Navigation Control: Yes ( Vertical Clearance: 19.2m (63.0ft), Horizontal Clearance: 85.3m (279.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 91.4m (299.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.7 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 54.22m (177.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 11, Critical Feature Inspection Date: April 11, Underwater Inspection Date: September 10, Bridge Improvement Cost: $31,311,000, Roadway Improvement Cost: $6,262,000, Total Project Cost: $62,621,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 9136A, Location: 14.7 N JCT SR 503 (Lat: 46.091667, Lng: -122.868333), Route carried "on" structure: Interstate 5, Year Built: 1972, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 28,567 (year 2010), Truck Traffic: 19%, Average Future Daily Traffic: 39,994 (year 2030), Design Load: HS 20+Mod, Features Intersected: OWL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.620, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $3,987,000, Roadway Improvement Cost: $797,000, Total Project Cost: $7,974,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 9136B, Location: 14.7 N JCT SR 503 (Lat: 46.091667, Lng: -122.868333), Route carried "on" structure: Interstate 5, Year Built: 1972, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 28,567 (year 2010), Truck Traffic: 19%, Average Future Daily Traffic: 39,994 (year 2030), Design Load: HS 20+Mod, Features Intersected: OWL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.620, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $3,987,000, Roadway Improvement Cost: $797,000, Total Project Cost: $7,974,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10495A, Location: 0.9 N JCT SR 4 (Lat: 46.158333, Lng: -122.900000), Route carried "on" structure: Interstate 5, Year Built: 1979, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 22,581 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 31,613 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR 431 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.470, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $3,920,000, Roadway Improvement Cost: $784,000, Total Project Cost: $7,840,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10495B, Location: 0.9 N JCT SR 4 (Lat: 46.157236, Lng: -122.901950), Route carried "on" structure: Interstate 5, Year Built: 1980, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 22,581 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 31,613 (year 2030), Design Load: HS 20+Mod, Features Intersected: KELSO AVE (OLD SR 431) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.470, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $4,256,000, Roadway Improvement Cost: $851,000, Total Project Cost: $8,512,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10750A, Location: 1.4 N JCT SR 432 (Lat: 46.125000, Lng: -122.890000), Route carried "on" structure: Interstate 5, Year Built: 1979, Status: Open, Structure Length: 14.14m (46.39ft), Average Daily Traffic: 23,568 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 32,995 (year 2030), Design Load: HS 20+Mod, Features Intersected: COWEEMAN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.720, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.67m (51.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 10, Underwater Inspection Date: July 2008, Bridge Improvement Cost: $11,514,000, Roadway Improvement Cost: $2,303,000, Total Project Cost: $23,027,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10750B, Location: 1.4 N JCT SR 432 (Lat: 46.125283, Lng: -122.892969), Route carried "on" structure: Interstate 5, Year Built: 1979, Status: Open, Structure Length: 14.66m (48.10ft), Average Daily Traffic: 23,568 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 32,995 (year 2030), Design Load: HS 20+Mod, Features Intersected: COWEEMAN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.690, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.18m (53.08ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 10, Underwater Inspection Date: July 2008, Bridge Improvement Cost: $11,895,000, Roadway Improvement Cost: $2,379,000, Total Project Cost: $23,789,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10750D, Location: 2.0 N JCT SR 432 (Lat: 46.131667, Lng: -122.895000), Route carried "on" structure: Interstate 5, Year Built: 1979, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 23,568 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 32,995 (year 2030), Design Load: HS 20+Mod, Features Intersected: COWEEMAN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.730, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.79m (35.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $7,930,000, Roadway Improvement Cost: $1,586,000, Total Project Cost: $15,859,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10750E, Location: 2.0 N JCT SR 432 (Lat: 46.131667, Lng: -122.895000), Route carried "on" structure: Interstate 5, Year Built: 1979, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 23,568 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 32,995 (year 2030), Design Load: HS 20+Mod, Features Intersected: COWEEMAN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.750, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $7,056,000, Roadway Improvement Cost: $1,411,000, Total Project Cost: $14,112,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10902A, Location: 2.2 N JCT SR 432 (Lat: 46.133333, Lng: -122.895000), Route carried "on" structure: City street 5, Year Built: 1979, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 1,825 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 3,062 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-5, Facility Carried by Structure: GRADE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.960, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 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: 8.05m (26.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $4,647,000, Roadway Improvement Cost: $929,000, Total Project Cost: $9,293,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10902B, Location: 2.4 N JCT SR 432 (Lat: 46.137492, Lng: -122.897936), Route carried "on" structure: Interstate 5, Year Built: 1979, Status: Open, Structure Length: 15.09m (49.51ft), Average Daily Traffic: 23,568 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 32,995 (year 2030), Design Load: HS 20+Mod, Features Intersected: COWEEMAN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.310, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.61m (54.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $12,208,000, Roadway Improvement Cost: $2,442,000, Total Project Cost: $24,416,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10902C, Location: 2.4 N JCT SR 432 (Lat: 46.138333, Lng: -122.898889), Route carried "on" structure: Interstate 5, Year Built: 1980, Status: Open, Structure Length: 15.09m (49.51ft), Average Daily Traffic: 23,568 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 32,995 (year 2030), Design Load: HS 20+Mod, Features Intersected: COWEEMAN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.300, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.61m (54.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $12,208,000, Roadway Improvement Cost: $2,442,000, Total Project Cost: $24,416,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10902D, Location: JCT SR 4 (Lat: 46.145000, Lng: -122.896667), Route carried "on" structure: Interstate 5, Year Built: 1981, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 18,445 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 25,823 (year 2030), Design Load: HS 20+Mod, Features Intersected: ALLEN ST / SR 4 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.170, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $4,077,000, Roadway Improvement Cost: $815,000, Total Project Cost: $8,154,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10902E, Location: JCT SR 4 (Lat: 46.145000, Lng: -122.896667), Route carried "on" structure: Interstate 5, Year Built: 1980, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 18,445 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 25,823 (year 2030), Design Load: HS 20+Mod, Features Intersected: ALLEN ST/SR 4 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.170, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $4,077,000, Roadway Improvement Cost: $815,000, Total Project Cost: $8,154,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 10902F, Location: 0.6 N JCT SR 4 (Lat: 46.151667, Lng: -122.900000), Route carried "on" structure: City street 5, Year Built: 1980, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,721 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 6,242 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-5, Facility Carried by Structure: BRYNION ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.970, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.06m (33.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $5,808,000, Roadway Improvement Cost: $1,162,000, Total Project Cost: $11,616,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 17835A, Location: JCT SR 432 (Lat: 46.107144, Lng: -122.882508), Route carried "on" structure: Ramp Interstate 5, Year Built: 2011, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 6,500 (year 2030), Features Intersected: W-W RAMP, Facility Carried by Structure: S-W RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.500, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 5.36m (17.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $2,253,000, Roadway Improvement Cost: $451,000, Total Project Cost: $4,506,000 ( Estimate for 2010), 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: 17835B, Location: JCT I-5 (Lat: 46.106506, Lng: -122.882272), Route carried "on" structure: Ramp State highway 432, Year Built: 2011, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 8,500 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 11,300 (year 2031), Features Intersected: SR 432 E-E RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.560, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $2,693,000, Roadway Improvement Cost: $539,000, Total Project Cost: $5,386,000 ( Estimate for 2010), 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: 85151, Location: 0.05 N ST RT 432 (Lat: 46.106667, Lng: -122.890000), Route carried "on" structure: City street 2011, Year Built: 1961, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 4,376 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 5,894 (year 2030), Design Load: H 20, Features Intersected: COWEEMAN RIVER, Facility Carried by Structure: TALLEY WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, 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: 3, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 10, Underwater Inspection Date: September 2007, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $194,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 85599, Location: 0.3 W. OF I-5 (Lat: 46.135000, Lng: -122.900000), Route carried "on" structure: City street 2010, Year Built: 1990, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 2,542 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 3,424 (year 2029), Design Load: HS 20, Features Intersected: COWEEMAN RIVER, Facility Carried by Structure: GRADE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $8,000, Total Project Cost: $113,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 86506, Location: ALLEN ST OVER COWLITZ R (Lat: 46.144722, Lng: -122.910278), Route carried "on" structure: City street 2018, Year Built: 2000, Status: Open, Structure Length: 33.99m (111.52ft), Average Daily Traffic: 6,787 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 8,935 (year 2030), Features Intersected: COWLITZ R, BNRR, CITY ST, Facility Carried by Structure: ALLEN STREET Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.060, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 32.0m (105.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 50.9m (167.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Underclear: 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: March 11, Underwater Inspection Date: October 2008, 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: 3717A, Location: 0.3 E JCT SR 411 (Lat: 46.146667, Lng: -122.913333), Route carried "under" structure: State highway 411, Year Built: 1951, Structure Length: 52.12m (171.00ft), Average Daily Traffic: 13,183 (year 2010), Truck Traffic: 8%, Features Intersected: COWLITZ R NP RY SR 411, Facility Carried by Structure: SR 4 Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 0.288, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Truss - Thru, Length of Maximum Span: 78.0m (255.9ft) Find on map >> Show street view
Structure Number: 5968A, Location: 15.9 N JCT SR 503 (Lat: 46.106667, Lng: -122.878333), Route carried "under" structure: Interstate 5, Year Built: 1959, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 38,012 (year 2010), Truck Traffic: 19%, Features Intersected: I-5, Facility Carried by Structure: SR 432 Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 5.948, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >> Show street view
Structure Number: 6025A, Location: 2.7 E JCT SR 411 (Lat: 46.106667, Lng: -122.878333), Route carried "under" structure: Ramp State highway 432, Year Built: 1959, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 3,110 (year 2010), Truck Traffic: 5%, Features Intersected: SR 432 E-S RAMP, Facility Carried by Structure: I-5 N-W RAMP Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 1.656, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.9m (71.9ft) Find on map >> Show street view
Structure Number: 10902A, Location: 2.2 N JCT SR 432 (Lat: 46.133333, Lng: -122.895000), Route carried "under" structure: Interstate 5, Year Built: 1979, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 47,135 (year 2010), Truck Traffic: 23%, Features Intersected: I-5, Facility Carried by Structure: GRADE ST Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 6.296, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.3m (106.0ft) Find on map >> Show street view
Structure Number: 10902D, Location: 1.3 E JCT SR 411 SP (Lat: 46.145000, Lng: -122.896667), Route carried "under" structure: State highway 4, Year Built: 1981, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 17,494 (year 2010), Truck Traffic: 3%, Features Intersected: ALLEN ST / SR 4, Facility Carried by Structure: I-5 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 10.021, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.2m (131.9ft) Find on map >> Show street view
Structure Number: 10902E, Location: 1.3 E JCT SR 411 SP (Lat: 46.145000, Lng: -122.896667), Route carried "under" structure: State highway 4, Year Built: 1980, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 17,494 (year 2010), Truck Traffic: 3%, Features Intersected: ALLEN ST/SR 4, Facility Carried by Structure: I-5 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 10.018, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.2m (131.9ft) Find on map >> Show street view
Structure Number: 10902F, Location: 0.6 N JCT SR 4 (Lat: 46.151667, Lng: -122.900000), Route carried "under" structure: Interstate 5, Year Built: 1980, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 47,150 (year 2010), Truck Traffic: 23%, Features Intersected: I-5, Facility Carried by Structure: BRYNION ST Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 6.497, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.9m (144.0ft) Find on map >> Show street view
Structure Number: 17835A, Location: JCT I-5 (Lat: 46.107144, Lng: -122.882508), Route carried "under" structure: Ramp State highway 432, Year Built: 2011, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,000 (year 2010), Truck Traffic: 3%, Features Intersected: W-W RAMP, Facility Carried by Structure: S-W RAMP Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 1.656, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft) Find on map >> Show street view
Structure Number: 17835B, Location: JCT I-5 (Lat: 46.106506, Lng: -122.882272), Route carried "under" structure: Ramp State highway 432, Year Built: 2011, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 12%, Features Intersected: SR 432 E-E RAMP Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 1.656, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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