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

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Structure Number: 8335A,  Location: 2.1 N JCT SR 504 (Lat: 46.310472,  Lng: -122.913639),  Route carried "on" structure: Interstate 5,  Year Built: 1969,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 23,701 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 31,664 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: TOUTLE RIVER
Minimum Vertical Clearance: 9.07m (29.76ft),  Kilometerpoint: 83.219,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 92.7m (304.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.42m (30.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $3,708,000,  Roadway Improvement Cost: $742,000,  Total Project Cost: $7,416,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8335B,  Location: 2.1 N JCT SR 504 (Lat: 46.310389,  Lng: -122.913889),  Route carried "on" structure: Interstate 5,  Year Built: 1969,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 23,701 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 31,664 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: TOUTLE RIVER
Minimum Vertical Clearance: 9.07m (29.76ft),  Kilometerpoint: 83.219,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 92.7m (304.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.42m (30.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $3,708,000,  Roadway Improvement Cost: $742,000,  Total Project Cost: $7,416,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8335C,  Location: 2.8 N JCT SR 504 (Lat: 46.324119,  Lng: -122.913156),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 721 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,040 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: OLD PACIFIC HWY N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,320,000,  Roadway Improvement Cost: $464,000,  Total Project Cost: $4,640,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9580A,  Location: 8.1 N JCT SR 4 (Lat: 46.259722,  Lng: -122.886944),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 26,100 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 34,869 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: HUNTINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.200,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,944,000,  Roadway Improvement Cost: $389,000,  Total Project Cost: $3,888,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9580B,  Location: 8.1 N JCT SR 4 (Lat: 46.259722,  Lng: -122.887472),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 26,100 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 34,869 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: HUNTINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.200,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  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: 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,206,000,  Roadway Improvement Cost: $441,000,  Total Project Cost: $4,413,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9580C,  Location: 9.3 N JCT SR 4 (Lat: 46.275472,  Lng: -122.898194),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 771 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,018 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: POWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.3 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: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,304,000,  Roadway Improvement Cost: $461,000,  Total Project Cost: $4,608,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9580D,  Location: JCT I-5 (Lat: 46.284250,  Lng: -122.903083),  Route carried "on" structure: State highway 504,  Year Built: 1975,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 9,174 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,256 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,376,000,  Roadway Improvement Cost: $675,000,  Total Project Cost: $6,751,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9597E,  Location: 6.3 N JCT SR 4 (Lat: 46.233808,  Lng: -122.888314),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 936 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,337 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: HEADQUARTERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.41m (40.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,721,000,  Roadway Improvement Cost: $944,000,  Total Project Cost: $9,442,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11968A,  Location: 11.3 N JCT SR 432 (Lat: 46.265611,  Lng: -122.925750),  Route carried "on" structure: State highway 411,  Year Built: 1981,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 4,103 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,481 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: ARKANSAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.121,  Lanes on 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: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,394,000,  Roadway Improvement Cost: $279,000,  Total Project Cost: $2,789,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 80896,  Location: 0.57 N DELAMETER RD (0.89 (Lat: 46.279444,  Lng: -122.945000),  Route carried "on" structure: County highway 25510,  Year Built: 1959,  Status: Posted for load,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 115 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 165 (year 2039),  Design Load: HS 15,  Features Intersected: ARKANSAS CREEK,  Facility Carried by Structure: CLINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,353,000,  Roadway Improvement Cost: $271,000,  Total Project Cost: $2,706,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 81062,  Location: 12.4 N JCT SR 432 (Lat: 46.275047,  Lng: -122.914611),  Route carried "on" structure: State highway 411,  Year Built: 1963,  Status: Open,  Structure Length: 14.75m (48.39ft),  Average Daily Traffic: 6,580 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,790 (year 2039),  Design Load: HS 20,  Features Intersected: COWLITZ RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.908,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Length Of Structure Improvement: 14.75m (48.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: August 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $2,904,000,  Roadway Improvement Cost: $581,000,  Total Project Cost: $5,808,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 81276,  Location: 13.3 N JCT SR 432 (Lat: 46.282028,  Lng: -122.906472),  Route carried "on" structure: State highway 411,  Year Built: 1922,  Year Reconstructed: 1972,  Status: Posted for load,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 5,164 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,899 (year 2039),  Design Load: HS 15,  Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.340,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,058,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $2,117,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81961,  Location: 0.02 S DELAMETER RD (0.17 (Lat: 46.267500,  Lng: -122.929167),  Route carried "on" structure: County highway 24510,  Year Built: 1960,  Status: Posted for load,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 190 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 275 (year 2038),  Design Load: HS 20,  Features Intersected: ARKANSAS CREEK,  Facility Carried by Structure: WREN LOOP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: > 39.9% below),  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,718,000,  Roadway Improvement Cost: $344,000,  Total Project Cost: $3,435,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 82114,  Location: 0.91 W SR 411 (MP 11.33) (Lat: 46.271667,  Lng: -122.941944),  Route carried "on" structure: County highway 20901,  Year Built: 1958,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 1,203 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,720 (year 2039),  Design Load: HS 20,  Features Intersected: DELAMETER CREEK,  Facility Carried by Structure: DELAMETER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,429,000,  Roadway Improvement Cost: $286,000,  Total Project Cost: $2,858,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 83668,  Location: 0.29 SE I-5 EXIT 52 (Lat: 46.319167,  Lng: -122.909167),  Route carried "on" structure: County highway 56930,  Year Built: 1935,  Status: Posted for load,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 509 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 875 (year 2032),  Design Load: H 20,  Features Intersected: TOUTLE RIVER,  Facility Carried by Structure: OLD PACIFIC HWY N
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum 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 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86423,  Location: 0.63 W WSH (MP 0.90) (Lat: 46.290000,  Lng: -122.930278),  Route carried "on" structure: County highway 26300,  Year Built: 1999,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 130 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 185 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WHITTLE CREEK,  Facility Carried by Structure: QUICK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $202,000 ( Estimate for 2014)

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Structure Number: 86835,  Location: 0.13 W OF I-5 EXIT 48 (Lat: 46.260278,  Lng: -122.890000),  Route carried "on" structure: City street 50250,  Year Built: 1994,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 3,642 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,880 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BNRR,  Facility Carried by Structure: HUNTINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,596,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $3,192,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87281,  Location: 2.74 W SR411 (MP11.33) (Lat: 46.263611,  Lng: -122.973889),  Route carried "on" structure: County highway 20901,  Year Built: 2003,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 727 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,040 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MONAHAN CREEK,  Facility Carried by Structure: DELAMETER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 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: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $422,000 ( Estimate for 2014)

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Structure Number: 87287,  Location: 0.27 W PH 10 (MP 2.83) (Lat: 46.293333,  Lng: -122.955556),  Route carried "on" structure: County highway 27100,  Year Built: 1953,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 134 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 180 (year 2039),  Design Load: HS 15,  Features Intersected: ARKANSAS CREEK,  Facility Carried by Structure: GROWLERS GULCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $471,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $942,000 ( Estimate for 2014)

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Structure Number: 87288,  Location: 1.56 W SR411 (MP 11.33) (Lat: 46.268611,  Lng: -122.953889),  Route carried "on" structure: County highway 20901,  Year Built: 1954,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,176 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,680 (year 2039),  Design Load: HS 15,  Features Intersected: DELAMETER CREEK,  Facility Carried by Structure: DELAMETER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $532,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,064,000 ( Estimate for 2014)

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Structure Number: 87289,  Location: 0.59 W SR 411 (MP 11.33) (Lat: 46.271667,  Lng: -122.935278),  Route carried "on" structure: County highway 20901,  Year Built: 1953,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,400 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,000 (year 2038),  Design Load: HS 15,  Features Intersected: ARKANSAS CREEK,  Facility Carried by Structure: DELAMETER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $760,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $1,520,000 ( Estimate for 2014)

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Structure Number: 89198,  Location: 0.16W OF PH10 (MP 4.15) (Lat: 46.305556,  Lng: -122.972500),  Route carried "on" structure: County highway 27120,  Year Built: 2020,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 65 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 75 (year 2040),  Design Load: HL 93,  Features Intersected: BAXTER CREEK,  Facility Carried by Structure: COYOTE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,076,000,  Roadway Improvement Cost: $415,000,  Total Project Cost: $4,152,000 ( Estimate for 2022),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8335C,  Location: 2.8 N JCT SR 504 (Lat: 46.324119,  Lng: -122.913156),  Route carried "under" structure: Interstate 5,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 46,302 (year 2019),  Truck Traffic: 19%,  Features Intersected: I-5,  Facility Carried by Structure: OLD PACIFIC HWY N
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 84.732,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 9580A,  Location: 8.1 N JCT SR 4 (Lat: 46.259722,  Lng: -122.886944),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,204 (year 2017),  Truck Traffic: 7%,  Features Intersected: HUNTINGTON AVE,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.113,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 9580B,  Location: 8.1 N JCT SR 4 (Lat: 46.259722,  Lng: -122.887472),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,204 (year 2017),  Truck Traffic: 7%,  Features Intersected: HUNTINGTON AVE,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 9580C,  Location: 9.3 N JCT SR 4 (Lat: 46.275472,  Lng: -122.898194),  Route carried "under" structure: Interstate 5,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 52,450 (year 2019),  Truck Traffic: 19%,  Features Intersected: I-5,  Facility Carried by Structure: POWELL RD
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 79.115,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 9580D,  Location: 10.0 N JCT SR 4 (Lat: 46.284250,  Lng: -122.903083),  Route carried "under" structure: Interstate 5,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 43,375 (year 2019),  Truck Traffic: 19%,  Features Intersected: I-5
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 80.210,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 9597E,  Location: 6.3 N JCT SR 4 (Lat: 46.233808,  Lng: -122.888314),  Route carried "under" structure: Interstate 5,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 56,103 (year 2019),  Truck Traffic: 19%,  Features Intersected: I-5,  Facility Carried by Structure: HEADQUARTERS RD
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 74.239,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)