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Bridge Statistics for Kennewick, Washington (WA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Kennewick, WA, Washington, Washington forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 34 Total length: 294 meters (965ft) Total costs: $8,217,000 Total average daily traffic: 507,147 Total average daily truck traffic: 41,384 National Bridge Inventory (NBI) Registered Bridges for Kennewick
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 4195A, Location: 0.3 N JCT SR 240 (Lat: 46.220000, Lng: -119.141667), Route carried "on" structure: US 395, Year Built: 1954, Year Reconstructed: 1986, Status: Open, Structure Length: 76.84m (252.10ft), Average Daily Traffic: 56,635 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 93,300 (year 2026), Design Load: HS 20, Features Intersected: RIVERSIDE DR-COLUMBIA R Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 29.910, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 152.4m (500.0ft)), Material/Design: Steel continuous, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 158.5m (520.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, Underwater Inspection Date: September 2004, Other Special Inspection Date: October 2006, Bridge Improvement Cost: $1,502,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,253,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4218A, Location: JCT US 395 (Lat: 46.217333, Lng: -119.140806), Route carried "on" structure: State highway 240, Year Built: 1952, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 18,273 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 30,100 (year 2026), Design Load: HS 20, Features Intersected: IMNAHA-W RAMP SR 240 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.240, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), 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: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $3,000, Total Project Cost: $38,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 4340A, Location: 8.4 E JCT I-182 (Lat: 46.219278, Lng: -119.138694), Route carried "on" structure: US 395, Year Built: 1953, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 34,864 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 57,400 (year 2026), Design Load: HS 20, Features Intersected: W-S RAMP SR 240 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.360, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $5,000, Total Project Cost: $80,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4596A, Location: JCT SR 240 (Lat: 46.216667, Lng: -119.137778), Route carried "on" structure: US 395, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 40,940 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 67,400 (year 2026), Design Load: HS 20, Features Intersected: IMNAHA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.360, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Good, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $5,000, Total Project Cost: $81,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5076A, Location: 24.0 N JCT SR 143 (Lat: 46.232306, Lng: -119.144167), Route carried "on" structure: US 395, Year Built: 1956, Status: Open, Structure Length: 20.57m (67.49ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 33,700 (year 2026), Design Load: HS 20, Features Intersected: NP UPRR & COLUMBIA CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.870, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 10, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2008, Other Special Inspection Date: July 2008, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $22,000, Total Project Cost: $332,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5113A, Location: 23.9 N JCT SR 143 (Lat: 46.215361, Lng: -119.144650), Route carried "on" structure: US 395, Year Built: 1956, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 33,700 (year 2026), Design Load: HS 20, Features Intersected: CANAL DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.790, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $4,000, Total Project Cost: $56,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5741A, Location: 22.9 N JCT SR 143 (Lat: 46.206247, Lng: -119.158931), Route carried "on" structure: State highway 395, Year Built: 1958, Year Reconstructed: 1985, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 25,287 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 41,600 (year 2026), Design Load: H 20, Features Intersected: 4TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.840, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 11324A, Location: 23.9 N JCT SR 143 (Lat: 46.215383, Lng: -119.144650), Route carried "on" structure: State highway 395, Year Built: 1980, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 33,700 (year 2026), Design Load: HS 20+Mod, Features Intersected: CANAL DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.790, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $5,000, Total Project Cost: $75,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 11324B, Location: 24.0 N JCT SR 143 (Lat: 46.215650, Lng: -119.144017), Route carried "on" structure: US 395, Year Built: 1980, Status: Open, Structure Length: 19.93m (65.39ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 33,700 (year 2026), Design Load: HS 20+Mod, Features Intersected: NP UPRR & COLUMBIA CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.870, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2008, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $437,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 12610A, Location: 19.4 E JCT SR 143 (Lat: 46.166053, Lng: -119.202447), Route carried "on" structure: US 395, Year Built: 1984, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 6,249 (year 2006), Truck Traffic: 19%, Average Future Daily Traffic: 12,400 (year 2026), Design Load: HS 20+Mod, Features Intersected: I-82 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $15,000, Total Project Cost: $231,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 200063, Location: 7.4 E JCT SR 224 (Lat: 46.228444, Lng: -119.190778), Route carried "on" structure: City street 240, Year Built: 1996, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,040 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 2,080 , Design Load: HS 25, Features Intersected: SR 240, Facility Carried by Structure: EDISON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.130, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $147,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 84991, Location: .08 S JCT KENN AV (Lat: 46.205000, Lng: -119.121667), Route carried "on" structure: City street 610, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 7,094 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 11,350 (year 2025), Design Load: HS 20, Features Intersected: C.I.D. CANAL, Facility Carried by Structure: W 1ST AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.150, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $7,000, Total Project Cost: $113,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 84992, Location: .52 E JCT OLYMPIA (Lat: 46.205000, Lng: -119.123333), Route carried "on" structure: City street 610, Year Built: 1959, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,519 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 8,830 (year 2025), Design Load: HS 20, Features Intersected: C.I.D. CANAL, Facility Carried by Structure: W KENNEWICK AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.170, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $154,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 84993, Location: .04 S JCT 1ST AVE (Lat: 46.205000, Lng: -119.118333), Route carried "on" structure: City street 610, Year Built: 1967, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HS 20, Features Intersected: CID CANAL, Facility Carried by Structure: DAYTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.190, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 18.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2008, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $12,000, Total Project Cost: $185,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 84994, Location: .24 S JCT 1ST AVE (Lat: 46.201667, Lng: -119.116667), Route carried "on" structure: City street 610, Year Built: 1969, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2025), Design Load: HS 20, Features Intersected: CID CANAL, Facility Carried by Structure: AUBURN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $9,000, Total Project Cost: $143,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 84995, Location: .32 S JCT 1ST AVE (Lat: 46.201667, Lng: -119.116667), Route carried "on" structure: City street 610, Year Built: 1971, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 12,170 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 19,472 (year 2025), Design Load: HS 20, Features Intersected: CID CANAL, Facility Carried by Structure: WASHINGTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.220, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2008, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $9,000, Total Project Cost: $143,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 84996, Location: .70 E SR 395 (Lat: 46.206667, Lng: -119.133333), Route carried "on" structure: City street 610, Year Built: 1964, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,609 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 8,974 (year 2025), Design Load: HS 20, Features Intersected: CID CANAL, Facility Carried by Structure: CANAL DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.280, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2008, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $8,000, Total Project Cost: $133,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8508, Location: .73 S JCT 1ST AVE (Lat: 46.190000, Lng: -119.116667), Route carried "on" structure: City street 610, Year Built: 1967, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 8,572 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 13,715 (year 2025), Design Load: HS 20, Features Intersected: CID CANAL, Facility Carried by Structure: WASHINGTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $8,000, Total Project Cost: $122,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 85113, Location: .10 N W20TH AVE (Lat: 46.186667, Lng: -119.200000), Route carried "on" structure: City street 610, Year Built: 1977, Year Reconstructed: 2004, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,640 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 9,000 (year 2025), Design Load: HS 20, Features Intersected: KID CANAL, Facility Carried by Structure: KELLOGG STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.510, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 85171, Location: .40 W WASHINGTON (Lat: 46.188333, Lng: -119.118333), Route carried "on" structure: City street 610, Year Built: 1971, Year Reconstructed: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,947 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 4,715 (year 2025), Design Load: HS 20, Features Intersected: CID CANAL, Facility Carried by Structure: 19TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.380, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $5,000, Total Project Cost: $80,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 85205, Location: 00.07 S 36TH AVE (Lat: 46.173333, Lng: -119.155000), Route carried "on" structure: City street 610, Year Built: 1984, Year Reconstructed: 1995, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,776 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 4,442 (year 2025), Design Load: HS 20, Features Intersected: KID CANAL, Facility Carried by Structure: ELY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.480, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), 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: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 85206, Location: 00.70 W OLYMPIA ST (Lat: 46.168333, Lng: -119.152778), Route carried "on" structure: City street 610, Year Built: 1955, Year Reconstructed: 1984, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,116 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 3,386 (year 2025), Design Load: HS 20, Features Intersected: KID CANAL, Facility Carried by Structure: W 45TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.490, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 85498, Location: .13 S JCT SR12 (Lat: 46.225000, Lng: -119.218333), Route carried "on" structure: City street 610, Year Built: 1970, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 632 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 1,011 (year 2025), Design Load: HS 20, Features Intersected: CID CANAL, Facility Carried by Structure: BELFAIR STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.410, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 34.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $7,000, Total Project Cost: $116,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 85499, Location: 00.1 S SR240 (Lat: 46.225000, Lng: -119.220000), Route carried "on" structure: City street 610, Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 34,322 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 55,000 (year 2025), Design Load: HS 20, Features Intersected: C.I.D. CANAL, Facility Carried by Structure: C.C.B. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.720, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 30.8m (101.0ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 85555, Location: 0.1 N COLUMBIA DR (Lat: 46.215000, Lng: -119.096667), Route carried "on" structure: State highway 397, Year Built: 1978, Status: Open, Structure Length: 76.29m (250.30ft), Average Daily Traffic: 8,279 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 999,999 , Design Load: HS 20+Mod, Features Intersected: COLUMBIA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.260, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 14.9m (48.9ft), Horizontal Clearance: 299.0m (981.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stayed Girder, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 299.0m (981.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.4 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2006, Underwater Inspection Date: August 2006, Other Special Inspection Date: May 2006, Bridge Improvement Cost: $1,727,000, Roadway Improvement Cost: $173,000, Total Project Cost: $2,591,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 85664, Location: 5.6 S JCT I-182 (Lat: 46.200000, Lng: -119.091667), Route carried "on" structure: State highway 397, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 12,000 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 13,200 (year 2024), Design Load: HS 20, Features Intersected: BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.790, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.9 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2005, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $147,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8597, Location: 1.1 EAST CCB (Lat: 46.218333, Lng: -119.228333), Route carried "on" structure: City street 610, Year Built: 1944, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,100 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 3,100 , Design Load: HS 20, Features Intersected: DRAIN DITCH, Facility Carried by Structure: COLUMBIA DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.270, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 25.2 metric tons, Inventory Rating: 9.0 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 86185, Location: .1 EAST SR395 (Lat: 46.198333, Lng: -119.141667), Route carried "on" structure: City street 610, Year Built: 1995, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 14,200 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 20,100 (year 2025), Design Load: HS 25, Features Intersected: ZINTEL CANYON, Facility Carried by Structure: WEST 10TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.050, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $449,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4218A, Location: 0.2 W JCT US 395 (Lat: 46.217333, Lng: -119.140806), Route carried "under" structure: Ramp US 395, Year Built: 1952, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 8,000 (year 1994), Features Intersected: IMNAHA-W RAMP SR 240, Facility Carried by Structure: SR 240 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 2.936, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 4340A, Location: 8.4 E JCT I-182 (Lat: 46.219278, Lng: -119.138694), Route carried "under" structure: US 240, Year Built: 1953, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 16,320 (year 2002), Truck Traffic: 8%, Features Intersected: W-S RAMP SR 240, Facility Carried by Structure: US 395 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.924, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 4596A, Location: 6.7 E JCT I-182 (Lat: 46.216667, Lng: -119.137778), Route carried "under" structure: State highway 240, Year Built: 1954, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 26,122 (year 2002), Truck Traffic: 8%, Features Intersected: IMNAHA ST, Facility Carried by Structure: US 395 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.924, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 12610A, Location: 11.1 E JCT I-182 (Lat: 46.166053, Lng: -119.202447), Route carried "under" structure: Interstate 82, Year Built: 1984, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 6,530 (year 2002), Truck Traffic: 15%, Features Intersected: I-82, Facility Carried by Structure: US 395 Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 18.148, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.2m (131.9ft) Find on map >>
Structure Number: 200063, Location: 8.5 E JCT SR 224 (Lat: 46.228444, Lng: -119.190778), Route carried "under" structure: State highway 240, Year Built: 1996, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 30,600 (year 2002), Truck Traffic: 8%, Features Intersected: SR 240, Facility Carried by Structure: EDISON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.513, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 85899, Location: 4.4 S JCT I-182 (Lat: 46.211667, Lng: -119.108333), Route carried "under" structure: State highway 397, Year Built: 1960, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 21,311 (year 1991), Truck Traffic: 10%, Features Intersected: SR 397, Facility Carried by Structure: BNRR Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 1.064, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft) Discuss this city on our hugely popular Washington forum Back to: Kennewick, WA, Washington, All US cities.
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