Bridge Statistics for West Side Highway, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 240ft / 73.2mTotal length
- $51,044,000Total costs
- 270,572Total average daily traffic
- 46,149Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Side Highway
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 21950-1959
- 31960-1969
- 61970-1979
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 22.2%Very good
- 22.2%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 44.4%Good
- 22.2%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 22.2%Very good
- 55.6%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
Find on map >> Show street view
Structure Number: 9597A, Location: 2.2 N JCT SR 4 (Lat: 46.175778, Lng: -122.902528), Route carried "on" structure: Interstate 5, Year Built: 1976, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 30,434 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 40,659 (year 2039), Design Load: HS 20+Mod, Features Intersected: C&C RY & N PACIFIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.641, Lanes on structure: 3, Lanes under structure: 2, 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: 32.9m (107.9ft), 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: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,780,000, Roadway Improvement Cost: $756,000, Total Project Cost: $7,560,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9597A, Location: 2.2 N JCT SR 4 (Lat: 46.175778, Lng: -122.902528), Route carried "on" structure: Interstate 5, Year Built: 1976, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 30,434 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 40,659 (year 2039), Design Load: HS 20+Mod, Features Intersected: C&C RY & N PACIFIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.641, Lanes on structure: 3, Lanes under structure: 2, 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: 32.9m (107.9ft), 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: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,780,000, Roadway Improvement Cost: $756,000, Total Project Cost: $7,560,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 9597B, Location: 2.2 N JCT SR 4 (Lat: 46.175750, Lng: -122.903083), Route carried "on" structure: Interstate 5, Year Built: 1976, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 30,434 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 40,659 (year 2039), Features Intersected: C&C RY & COUNTY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.625, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), 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: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,278,000, Roadway Improvement Cost: $656,000, Total Project Cost: $6,556,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9597B, Location: 2.2 N JCT SR 4 (Lat: 46.175750, Lng: -122.903083), Route carried "on" structure: Interstate 5, Year Built: 1976, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 30,434 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 40,659 (year 2039), Features Intersected: C&C RY & COUNTY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.625, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), 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: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,278,000, Roadway Improvement Cost: $656,000, Total Project Cost: $6,556,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 9597C, Location: 2.8 N JCT SR 4 (Lat: 46.184272, Lng: -122.898258), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 6,191 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 8,845 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-5, Facility Carried by Structure: LEXINGTON BR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,933,000, Roadway Improvement Cost: $587,000, Total Project Cost: $5,866,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9597C, Location: 2.8 N JCT SR 4 (Lat: 46.184272, Lng: -122.898258), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 6,191 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 8,845 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-5, Facility Carried by Structure: LEXINGTON BR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,933,000, Roadway Improvement Cost: $587,000, Total Project Cost: $5,866,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 9597D, Location: 3.3 N JCT SR 4 (Lat: 46.191944, Lng: -122.895583), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 982 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,583 (year 2036), Design Load: HS 20+Mod, Features Intersected: I-5, Facility Carried by Structure: PLEASANT HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.72m (31.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,445,000, Roadway Improvement Cost: $689,000, Total Project Cost: $6,890,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9597D, Location: 3.3 N JCT SR 4 (Lat: 46.191944, Lng: -122.895583), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 982 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,583 (year 2036), Design Load: HS 20+Mod, Features Intersected: I-5, Facility Carried by Structure: PLEASANT HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.72m (31.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,445,000, Roadway Improvement Cost: $689,000, Total Project Cost: $6,890,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 200098, Location: 3.5 N JCT SR 4 (Lat: 46.194667, Lng: -122.893722), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 57,972 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 77,450 (year 2039), Features Intersected: OSTRANDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.846, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2018, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $96,000, Total Project Cost: $958,000 ( Estimate for 2014)
Structure Number: 200098, Location: 3.5 N JCT SR 4 (Lat: 46.194667, Lng: -122.893722), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 57,972 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 77,450 (year 2039), Features Intersected: OSTRANDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.846, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2018, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $96,000, Total Project Cost: $958,000 ( Estimate for 2014)
Find on map >> Show street view
Structure Number: 81379, Location: 0.39 E PAC AVE N (MP 3.63 (Lat: 46.195278, Lng: -122.886111), Route carried "on" structure: County highway 53700, Year Built: 1962, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,559 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,100 (year 2038), Design Load: HS 15, Features Intersected: OSTRANDER CREEK, Facility Carried by Structure: OSTRANDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $188,000, Total Project Cost: $1,885,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81379, Location: 0.39 E PAC AVE N (MP 3.63 (Lat: 46.195278, Lng: -122.886111), Route carried "on" structure: County highway 53700, Year Built: 1962, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,559 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,100 (year 2038), Design Load: HS 15, Features Intersected: OSTRANDER CREEK, Facility Carried by Structure: OSTRANDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $188,000, Total Project Cost: $1,885,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 8174, Location: 1.15 SW I-5 EXIT 42 (Lat: 46.173889, Lng: -122.907222), Route carried "on" structure: County highway 52030, Year Built: 1919, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 1,300 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2039), Design Load: HS 15, Features Intersected: BNRR TUNNEL, Facility Carried by Structure: PACIFIC AVE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,642,000, Roadway Improvement Cost: $328,000, Total Project Cost: $3,283,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8174, Location: 1.15 SW I-5 EXIT 42 (Lat: 46.173889, Lng: -122.907222), Route carried "on" structure: County highway 52030, Year Built: 1919, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 1,300 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2039), Design Load: HS 15, Features Intersected: BNRR TUNNEL, Facility Carried by Structure: PACIFIC AVE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,642,000, Roadway Improvement Cost: $328,000, Total Project Cost: $3,283,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 81753, Location: 0.12 E PAC AVE N (MP 2.94 (Lat: 46.182500, Lng: -122.893611), Route carried "on" structure: County highway 52920, Year Built: 1968, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 244 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 350 (year 2039), Design Load: H 20, Features Intersected: C&C RAILROAD, Facility Carried by Structure: HOLCOMB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,037,000, Roadway Improvement Cost: $407,000, Total Project Cost: $4,074,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 81753, Location: 0.12 E PAC AVE N (MP 2.94 (Lat: 46.182500, Lng: -122.893611), Route carried "on" structure: County highway 52920, Year Built: 1968, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 244 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 350 (year 2039), Design Load: H 20, Features Intersected: C&C RAILROAD, Facility Carried by Structure: HOLCOMB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,037,000, Roadway Improvement Cost: $407,000, Total Project Cost: $4,074,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 85789, Location: 0.66 E PAC AVE N (3.63) (Lat: 46.197222, Lng: -122.880556), Route carried "on" structure: County highway 53700, Year Built: 1951, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,255 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,700 (year 2038), Design Load: H 15, Features Intersected: OSTRANDER CREEK, Facility Carried by Structure: OSTRANDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $669,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,338,000 ( Estimate for 2014)
Structure Number: 85789, Location: 0.66 E PAC AVE N (3.63) (Lat: 46.197222, Lng: -122.880556), Route carried "on" structure: County highway 53700, Year Built: 1951, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,255 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,700 (year 2038), Design Load: H 15, Features Intersected: OSTRANDER CREEK, Facility Carried by Structure: OSTRANDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $669,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,338,000 ( Estimate for 2014)
Find on map >> Show street view
Structure Number: 86836, Location: 0.75 SW I-5 EXIT 42 (Lat: 46.176667, Lng: -122.904444), Route carried "on" structure: County highway 52030, Year Built: 1994, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 1,270 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,710 (year 2038), Design Load: HS 25 or greater, Features Intersected: BNRR, Facility Carried by Structure: PACIFIC AVE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $882,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,764,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86836, Location: 0.75 SW I-5 EXIT 42 (Lat: 46.176667, Lng: -122.904444), Route carried "on" structure: County highway 52030, Year Built: 1994, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 1,270 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,710 (year 2038), Design Load: HS 25 or greater, Features Intersected: BNRR, Facility Carried by Structure: PACIFIC AVE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $882,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,764,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 87578, Location: W OF I-5 EXIT 42 (Lat: 46.184444, Lng: -122.900556), Route carried "on" structure: County highway 19505, Year Built: 2007, Status: Open, Structure Length: 19.72m (64.70ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 15,250 (year 2037), Design Load: HL 93, Features Intersected: COWLITZ R. AND BNSF RR, Facility Carried by Structure: LEXINGTON BR.DRIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 49.4m (162.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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, Length Of Structure Improvement: 19.72m (64.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $5,435,000, Roadway Improvement Cost: $1,087,000, Total Project Cost: $10,870,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 87578, Location: W OF I-5 EXIT 42 (Lat: 46.184444, Lng: -122.900556), Route carried "on" structure: County highway 19505, Year Built: 2007, Status: Open, Structure Length: 19.72m (64.70ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 15,250 (year 2037), Design Load: HL 93, Features Intersected: COWLITZ R. AND BNSF RR, Facility Carried by Structure: LEXINGTON BR.DRIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 49.4m (162.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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, Length Of Structure Improvement: 19.72m (64.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $5,435,000, Roadway Improvement Cost: $1,087,000, Total Project Cost: $10,870,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: CH, Location: 3.4 N JCT SR 432 (Lat: 46.169572, Lng: -122.914933), Route carried "under" structure: State highway 411, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 13,852 (year 2019), Truck Traffic: 4%, Features Intersected: STATE ROUTE 411, Facility Carried by Structure: WEYERHAEUSER RR
Minimum Vertical Clearance: 8.08m (26.51ft), Kilometerpoint: 5.391, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: CH, Location: 3.4 N JCT SR 432 (Lat: 46.169572, Lng: -122.914933), Route carried "under" structure: State highway 411, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 13,852 (year 2019), Truck Traffic: 4%, Features Intersected: STATE ROUTE 411, Facility Carried by Structure: WEYERHAEUSER RR
Minimum Vertical Clearance: 8.08m (26.51ft), Kilometerpoint: 5.391, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Find on map >> Show street view
Structure Number: 9597C, Location: 2.8 N JCT SR 4 (Lat: 46.184272, Lng: -122.898258), Route carried "under" structure: Interstate 5, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 53,892 (year 2019), Truck Traffic: 19%, Features Intersected: I-5, Facility Carried by Structure: LEXINGTON BR DR
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 68.655, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 9597C, Location: 2.8 N JCT SR 4 (Lat: 46.184272, Lng: -122.898258), Route carried "under" structure: Interstate 5, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 53,892 (year 2019), Truck Traffic: 19%, Features Intersected: I-5, Facility Carried by Structure: LEXINGTON BR DR
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 68.655, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Find on map >> Show street view
Structure Number: 9597D, Location: 3.3 N JCT SR 4 (Lat: 46.191944, Lng: -122.895583), Route carried "under" structure: Interstate 5, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 57,972 (year 2019), Truck Traffic: 19%, Features Intersected: I-5, Facility Carried by Structure: PLEASANT HILL RD
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 69.508, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 9597D, Location: 3.3 N JCT SR 4 (Lat: 46.191944, Lng: -122.895583), Route carried "under" structure: Interstate 5, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 57,972 (year 2019), Truck Traffic: 19%, Features Intersected: I-5, Facility Carried by Structure: PLEASANT HILL RD
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 69.508, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Find on map >> Show street view
Structure Number: 82924, Location: .02 W SR 411 (Lat: 46.165000, Lng: -122.916667), Route carried "under" structure: County highway 1841, Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 1,915 (year 1991), Truck Traffic: 5%, Features Intersected: ALPHA DRIVE, Facility Carried by Structure: RR GRADE XING
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.001, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.1m (33.1ft)
Structure Number: 82924, Location: .02 W SR 411 (Lat: 46.165000, Lng: -122.916667), Route carried "under" structure: County highway 1841, Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 1,915 (year 1991), Truck Traffic: 5%, Features Intersected: ALPHA DRIVE, Facility Carried by Structure: RR GRADE XING
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.001, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.1m (33.1ft)