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

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Structure Number: 3762A,  Location: 2.9 E JCT I-182 (Lat: 46.217639,  Lng: -119.025000),  Route carried "on" structure: US 12,  Year Built: 1950,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 53.95m (177.00ft),  Average Daily Traffic: 12,841 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,539 (year 2039),  Design Load: HS 20,  Features Intersected: SNAKE RIVER & BNRR
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 473.968,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 10,  Length of Maximum Span: 129.5m (424.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.95m (177.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $15,222,000,  Roadway Improvement Cost: $3,044,000,  Total Project Cost: $30,444,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4556A,  Location: 0.4 N BENTON CO (Lat: 46.231528,  Lng: -119.131917),  Route carried "on" structure: US 395,  Year Built: 1953,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 26,136 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,663 (year 2039),  Design Load: HS 20,  Features Intersected: LEWIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.109,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $1,398,000,  Roadway Improvement Cost: $280,000,  Total Project Cost: $2,796,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7410A,  Location: 7.8 E BENTON CO (Lat: 46.249667,  Lng: -119.095056),  Route carried "on" structure: Interstate 182,  Year Built: 1964,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 27,839 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,856 (year 2039),  Design Load: HS 20,  Features Intersected: N 4TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.145,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.97m (16.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,434,000,  Roadway Improvement Cost: $287,000,  Total Project Cost: $2,869,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7410B,  Location: 7.9 E BENTON CO (Lat: 46.249972,  Lng: -119.093722),  Route carried "on" structure: Interstate 182,  Year Built: 1964,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 25,505 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 32,850 (year 2039),  Design Load: HS 20,  Features Intersected: NP RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.257,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Length Of Structure Improvement: 13.90m (45.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,101,000,  Roadway Improvement Cost: $620,000,  Total Project Cost: $6,202,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7819A,  Location: 0.7 N BENTON CO (Lat: 46.234194,  Lng: -119.132333),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 9,960 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,546 (year 2036),  Design Load: HS 20,  Features Intersected: US 395,  Facility Carried by Structure: SYLVESTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,714,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $3,427,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7819B,  Location: 1.2 N BENTON CO (Lat: 46.241519,  Lng: -119.129011),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 16,529 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,670 (year 2036),  Design Load: HS 20,  Features Intersected: US 395,  Facility Carried by Structure: COURT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,288,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $2,575,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8422B,  Location: 6.8 E BENTON CO (Lat: 46.248806,  Lng: -119.117361),  Route carried "on" structure: Interstate 182,  Year Built: 1968,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 18,329 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,607 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: N 20TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.406,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: 4.91m (16.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,288,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $2,576,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8422C,  Location: 7.8 E BENTON CO (Lat: 46.249858,  Lng: -119.095128),  Route carried "on" structure: Interstate 182,  Year Built: 1968,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 27,839 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,856 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: N 4TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.145,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.39m (17.68ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Bridge Improvement Cost: $1,416,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $2,832,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8422D,  Location: 7.9 E BENTON CO (Lat: 46.250083,  Lng: -119.093750),  Route carried "on" structure: Interstate 182,  Year Built: 1968,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 25,505 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 32,850 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NP RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.257,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: 13.90m (45.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,925,000,  Roadway Improvement Cost: $985,000,  Total Project Cost: $9,850,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 9306A,  Location: 3.7 N BENTON CO (Lat: 46.251361,  Lng: -119.082611),  Route carried "on" structure: US 395,  Year Built: 1972,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 19,362 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 24,938 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: US 12, I-182, US 395
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.564,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.12m (33.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $6,507,000,  Roadway Improvement Cost: $1,301,000,  Total Project Cost: $13,014,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12236A,  Location: 1.3 E BENTON CO (Lat: 46.275833,  Lng: -119.221500),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 13,898 (year 2012),  Truck Traffic: 5%,  Design Load: HS 20,  Features Intersected: I-182,  Facility Carried by Structure: CNTY RD 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: 10.67m (35.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $3,990,000,  Roadway Improvement Cost: $798,000,  Total Project Cost: $7,980,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12236B,  Location: 4.9 E BENTON CO (Lat: 46.256833,  Lng: -119.154361),  Route carried "on" structure: Interstate 182,  Year Built: 1984,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 29,180 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,583 (year 2039),  Design Load: HS 20,  Features Intersected: ARGENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.381,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,404,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $2,808,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12236C,  Location: 3.2 E BENTON CO (Lat: 46.265028,  Lng: -119.182222),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 25,433 (year 2012),  Truck Traffic: 5%,  Design Load: HS 20,  Features Intersected: I-182,  Facility Carried by Structure: COUNTY ROAD 68
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.64m (38.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $5,042,000,  Roadway Improvement Cost: $1,008,000,  Total Project Cost: $10,085,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12236E,  Location: 7.3 E JCT SR 240 (Lat: 46.249361,  Lng: -119.126944),  Route carried "on" structure: US 395,  Year Built: 1983,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 14,406 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,554 (year 2039),  Design Load: HS 20,  Features Intersected: I-182
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.056,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Length Of Structure Improvement: 9.94m (32.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,956,000,  Roadway Improvement Cost: $391,000,  Total Project Cost: $3,912,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12236F,  Location: 6.8 E BENTON CO (Lat: 46.248417,  Lng: -119.117389),  Route carried "on" structure: Interstate 182,  Year Built: 1968,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 18,329 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,607 (year 2039),  Design Load: HS 20,  Features Intersected: N 20TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.406,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.91m (16.11ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Bridge Improvement Cost: $2,705,000,  Roadway Improvement Cost: $541,000,  Total Project Cost: $5,410,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 12236G,  Location: 4.9 E BENTON CO (Lat: 46.257056,  Lng: -119.154083),  Route carried "on" structure: Interstate 182,  Year Built: 1984,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 29,180 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,583 (year 2039),  Design Load: HS 20,  Features Intersected: ARGENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.397,  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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,577,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $3,154,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12236H,  Location: 1.7 N BENTON CO (Lat: 46.248444,  Lng: -119.126111),  Route carried "on" structure: US 395,  Year Built: 1983,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 14,406 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,554 (year 2039),  Design Load: HS 20,  Features Intersected: I-182
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.056,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.36m (30.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,456,000,  Roadway Improvement Cost: $491,000,  Total Project Cost: $4,912,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12236I,  Location: 4.9 E BENTON CO (Lat: 46.257028,  Lng: -119.154611),  Route carried "on" structure: Interstate 182,  Year Built: 1984,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 58,360 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,167 (year 2039),  Features Intersected: FCID CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.349,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Bridge Improvement Cost: $572,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,145,000 ( Estimate for 2014)

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Structure Number: 12800A,  Location: 2.9 E JCT I-182 (Lat: 46.217389,  Lng: -119.025222),  Route carried "on" structure: US 12,  Year Built: 1986,  Status: Open,  Structure Length: 54.25m (177.99ft),  Average Daily Traffic: 12,841 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,539 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SNAKE R. & BN RY
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 473.968,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 19.2m (63.0ft), Horizontal Clearance: 129.5m (424.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 129.5m (424.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.25m (177.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $14,952,000,  Roadway Improvement Cost: $2,990,000,  Total Project Cost: $29,904,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14916A,  Location: 0.7 E JCT I-182 (Lat: 46.239278,  Lng: -119.057250),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 5,313 (year 2012),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,608 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: US 12,  Facility Carried by Structure: LEWIS S/KAHLOTUS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,376,000,  Roadway Improvement Cost: $475,000,  Total Project Cost: $4,752,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16416A,  Location: 1.1 N JCT I-182 (Lat: 46.265000,  Lng: -119.087500),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 4,813 (year 2012),  Truck Traffic: 8%,  Design Load: HL 93,  Features Intersected: US 395,  Facility Carried by Structure: KARTCHNER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  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: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.58m (37.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $3,192,000,  Roadway Improvement Cost: $638,000,  Total Project Cost: $6,384,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200395,  Location: 0.9 N FRANKLIN CO (Lat: 46.222083,  Lng: -119.092583),  Route carried "on" structure: State highway 397,  Year Built: 2007,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 8,433 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,861 (year 2039),  Design Load: HL 93,  Features Intersected: SOUTH 4TH AVE / BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.948,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,008,000,  Roadway Improvement Cost: $402,000,  Total Project Cost: $4,015,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 81624,  Location: 0.74S JCT R 916 (Lat: 46.347558,  Lng: -119.114383),  Route carried "on" structure: County highway 9010,  Year Built: 1964,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 3,979 (year 2018),  Truck Traffic: 32%,  Average Future Daily Traffic: 5,970 (year 2038),  Design Load: H 20,  Features Intersected: ESQUATZEL CANAL,  Facility Carried by Structure: GLADE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,216,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $2,432,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 81871,  Location: 1.00S JCT R 916 (Lat: 46.343444,  Lng: -119.177500),  Route carried "on" structure: ServiceCounty highway 9150,  Year Built: 1964,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 293 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 440 (year 2040),  Design Load: HS 20,  Features Intersected: ESQUATZEL DIVERSION CANA,  Facility Carried by Structure: COUNTY ROAD
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,216,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $2,432,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82048,  Location: 01.24 E JCT SR 395 (Lat: 46.343517,  Lng: -119.065881),  Route carried "on" structure: ServiceCounty highway 8800,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 458 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 690 (year 2040),  Design Load: H 15,  Features Intersected: ELTOPIA BRANCH CANAL,  Facility Carried by Structure: COUNTY ROAD
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),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 10.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  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: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $760,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $1,520,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82867,  Location: 00.64 S PHEND 880 (Lat: 46.334275,  Lng: -119.051011),  Route carried "on" structure: ServiceCounty highway 8860,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 85 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 130 (year 2040),  Design Load: HS 15,  Features Intersected: ELTOPIA BRANCH CANAL,  Facility Carried by Structure: COUNTY ROAD
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),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 10.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  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: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $760,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $1,520,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85217,  Location: 0.1 N ARGENT (Lat: 46.257556,  Lng: -119.148083),  Route carried "on" structure: City street 960,  Year Built: 1978,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 7,543 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,900 (year 2038),  Design Load: HS 20,  Features Intersected: FR CO IRR DIST CANAL,  Facility Carried by Structure: ROAD 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $517,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,034,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85501,  Location: 1.3 SE US 12 (Lat: 46.232167,  Lng: -119.084967),  Route carried "on" structure: City street 960,  Year Built: 1936,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 332 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2037),  Features Intersected: LEWIS STREET,  Facility Carried by Structure: TACOMA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $562,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,125,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4556A,  Location: 0.5 E BENTON CO (Lat: 46.231528,  Lng: -119.131917),  Route carried "under" structure: US 395,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 6,058 (year 2019),  Truck Traffic: 8%,  Features Intersected: LEWIS ST
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 7819A,  Location: 0.7 N BENTON CO (Lat: 46.234194,  Lng: -119.132333),  Route carried "under" structure: US 395,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 49,026 (year 2019),  Truck Traffic: 9%,  Features Intersected: US 395,  Facility Carried by Structure: SYLVESTER ST
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 31.398,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 7819B,  Location: 1.2 N BENTON CO (Lat: 46.241519,  Lng: -119.129011),  Route carried "under" structure: US 395,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 49,026 (year 2019),  Truck Traffic: 9%,  Features Intersected: US 395,  Facility Carried by Structure: COURT ST
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 32.251,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 9306A,  Location: 8.3 E BENTON CO (Lat: 46.251361,  Lng: -119.082611),  Route carried "under" structure: Interstate 182,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 22,743 (year 2019),  Truck Traffic: 13%,  Features Intersected: US 12, I-182, US 395,  Facility Carried by Structure: US 395
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 23.126,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 12236A,  Location: 1.3 E BENTON CO (Lat: 46.275833,  Lng: -119.221500),  Route carried "under" structure: Interstate 182,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 47,387 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-182,  Facility Carried by Structure: CNTY RD 100
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 11.764,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 12236C,  Location: 3.2 E BENTON CO (Lat: 46.265028,  Lng: -119.182222),  Route carried "under" structure: Interstate 182,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 35,101 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-182,  Facility Carried by Structure: COUNTY ROAD 68
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 15.015,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.6m (189.0ft)

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Structure Number: 12236E,  Location: 6.4 E BENTON CO (Lat: 46.249361,  Lng: -119.126944),  Route carried "under" structure: Interstate 182,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 58,360 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-182,  Facility Carried by Structure: US 395 SB
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 19.698,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 12236H,  Location: 6.4 E BENTON CO (Lat: 46.248444,  Lng: -119.126111),  Route carried "under" structure: Interstate 182,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 58,360 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-182,  Facility Carried by Structure: US 395 NB
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 19.731,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 14916A,  Location: 0.7 E JCT I-182 (Lat: 46.239278,  Lng: -119.057250),  Route carried "under" structure: US 12,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 26,635 (year 2019),  Truck Traffic: 18%,  Features Intersected: US 12,  Facility Carried by Structure: LEWIS S/KAHLOTUS R
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 470.556,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 16416A,  Location: 1.1 N JCT I-182 (Lat: 46.265000,  Lng: -119.087500),  Route carried "under" structure: US 395,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 26,558 (year 2019),  Truck Traffic: 23%,  Features Intersected: US 395,  Facility Carried by Structure: KARTCHNER ST
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 38.125,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 200397,  Location: 1.2 N BENTON CO (Lat: 46.241389,  Lng: -119.128833),  Route carried "under" structure: US 395,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 49,026 (year 2019),  Truck Traffic: 9%,  Features Intersected: US 395,  Facility Carried by Structure: COURT ST PED PATH
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 32.251,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 85492,  Location: 1.3 SE US 12 (Lat: 46.232194,  Lng: -119.085194),  Route carried "under" structure: City street 960,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 5,163 (year 2018),  Truck Traffic: 10%,  Features Intersected: LEWIS STREET,  Facility Carried by Structure: TACOMA AVE SIDEWLK
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.001,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.6m (24.9ft)

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Structure Number: 85503,  Location: 1.3 SE SR 12 (Lat: 46.232417,  Lng: -119.085194),  Route carried "under" structure: City street 960,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 4,693 (year 2010),  Truck Traffic: 5%,  Features Intersected: LEWIS STREET,  Facility Carried by Structure: BN RR & SP&S RR
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.001,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 11.6m (38.1ft)