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

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Structure Number: 3093A,  Location: 0.6 S. OF ALLEN ST. (Lat: 46.137761,  Lng: -122.897392),  Route carried "on" structure: City street 500,  Year Built: 1947,  Status: Open,  Structure Length: 14.87m (48.79ft),  Average Daily Traffic: 1,500 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,650 (year 2030),  Design Load: H 20,  Features Intersected: COWEEMAN R,  Facility Carried by Structure: KELSO DR
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 61.0m (200.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 20.4 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: 15.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.18m (49.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $7,570,000,  Roadway Improvement Cost: $1,514,000,  Total Project Cost: $15,139,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3717A,  Location: 0.1 E JCT SR 411 SP (Lat: 46.147289,  Lng: -122.917972),  Route carried "on" structure: State highway 4,  Year Built: 1951,  Status: Posted for load,  Structure Length: 52.12m (171.00ft),  Average Daily Traffic: 18,155 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,255 (year 2039),  Design Load: HS 20,  Features Intersected: COWLITZ R / RR / SR 411
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 98.299,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 73.2m (240.2ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 20,  Length of Maximum Span: 78.0m (255.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 52.12m (171.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $19,836,000,  Roadway Improvement Cost: $3,967,000,  Total Project Cost: $39,672,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5968A,  Location: 2.7 E JCT SR 411 (Lat: 46.106917,  Lng: -122.879583),  Route carried "on" structure: State highway 432,  Year Built: 1959,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 36,745 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,091 (year 2039),  Design Load: HS 20,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.560,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 45.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,304,000,  Roadway Improvement Cost: $661,000,  Total Project Cost: $6,608,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6025A,  Location: 15.8 N JCT SR 503 (Lat: 46.105139,  Lng: -122.876333),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1959,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 13,076 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 17,469 (year 2039),  Design Load: HS 20,  Features Intersected: SR 432 E-S RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.950,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.2 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.58m (18.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,281,000,  Roadway Improvement Cost: $256,000,  Total Project Cost: $2,562,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9136A,  Location: 14.7 N JCT SR 503 (Lat: 46.091022,  Lng: -122.870447),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 36,631 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,939 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.615,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 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: 24.9 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: 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,382,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $2,765,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9136B,  Location: 14.7 N JCT SR 503 (Lat: 46.090983,  Lng: -122.870803),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 36,631 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,939 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.615,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 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: 25.3 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 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,382,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $2,765,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10495A,  Location: 0.9 N JCT SR 4 (Lat: 46.156806,  Lng: -122.902361),  Route carried "on" structure: Interstate 5,  Year Built: 1979,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 26,986 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 36,053 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: KELSO AVE (OLD SR 431)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.484,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $1,350,000,  Roadway Improvement Cost: $270,000,  Total Project Cost: $2,700,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10495B,  Location: 0.9 N JCT SR 4 (Lat: 46.156972,  Lng: -122.901944),  Route carried "on" structure: Interstate 5,  Year Built: 1980,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 26,986 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 36,053 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: KELSO AVE (OLD SR 431)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.500,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $1,512,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $3,024,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10750A,  Location: 1.4 N JCT SR 432 (Lat: 46.124889,  Lng: -122.892042),  Route carried "on" structure: Interstate 5,  Year Built: 1979,  Status: Open,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 28,872 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 38,572 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COWEEMAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.734,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.0 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: 27.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.14m (46.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $5,011,000,  Roadway Improvement Cost: $1,002,000,  Total Project Cost: $10,022,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10750B,  Location: 1.4 N JCT SR 432 (Lat: 46.124414,  Lng: -122.891692),  Route carried "on" structure: Interstate 5,  Year Built: 1979,  Status: Open,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 28,872 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 38,572 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COWEEMAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.702,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 22.7 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: 17.5 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: 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,  Length Of Structure Improvement: 14.97m (49.11ft),  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2018,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $5,303,000,  Roadway Improvement Cost: $1,061,000,  Total Project Cost: $10,606,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10750D,  Location: 2.0 N JCT SR 432 (Lat: 46.131608,  Lng: -122.898700),  Route carried "on" structure: Interstate 5,  Year Built: 1979,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 28,872 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 38,572 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COWEEMAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.748,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 20.1 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: 15.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.27m (30.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,283,000,  Roadway Improvement Cost: $657,000,  Total Project Cost: $6,566,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10750E,  Location: 2.0 N JCT SR 432 (Lat: 46.131889,  Lng: -122.898972),  Route carried "on" structure: Interstate 5,  Year Built: 1979,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 28,872 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 38,572 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COWEEMAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.764,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,968,000,  Roadway Improvement Cost: $594,000,  Total Project Cost: $5,936,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10902A,  Location: 2.2 N JCT SR 432 (Lat: 46.133822,  Lng: -122.898994),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 2,712 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,875 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: GRADE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,798,000,  Roadway Improvement Cost: $360,000,  Total Project Cost: $3,595,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10902B,  Location: 2.4 N JCT SR 432 (Lat: 46.136972,  Lng: -122.898000),  Route carried "on" structure: Interstate 5,  Year Built: 1979,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 28,872 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 38,572 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COWEEMAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.328,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.09m (49.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $5,346,000,  Roadway Improvement Cost: $1,069,000,  Total Project Cost: $10,692,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10902C,  Location: 2.4 N JCT SR 432 (Lat: 46.136750,  Lng: -122.898389),  Route carried "on" structure: Interstate 5,  Year Built: 1980,  Status: Open,  Structure Length: 15.06m (49.41ft),  Average Daily Traffic: 28,872 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 38,572 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COWEEMAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.312,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.06m (49.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $5,335,000,  Roadway Improvement Cost: $1,067,000,  Total Project Cost: $10,670,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10902D,  Location: JCT SR 4 (Lat: 46.144528,  Lng: -122.897417),  Route carried "on" structure: Interstate 5,  Year Built: 1981,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 22,881 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 30,569 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: ALLEN ST / SR 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.181,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  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: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,426,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $2,851,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10902E,  Location: JCT SR 4 (Lat: 46.144417,  Lng: -122.897750),  Route carried "on" structure: Interstate 5,  Year Built: 1980,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 22,881 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 30,569 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: ALLEN ST/SR 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.181,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,426,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $2,851,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10902F,  Location: 0.6 N JCT SR 4 (Lat: 46.152250,  Lng: -122.901611),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 3,721 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,998 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: BRYNION ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,352,000,  Roadway Improvement Cost: $470,000,  Total Project Cost: $4,704,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17835A,  Location: JCT SR 432 (Lat: 46.107144,  Lng: -122.882508),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2011,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 3,918 (year 2019),  Truck Traffic: 32%,  Average Future Daily Traffic: 5,234 (year 2039),  Design Load: HL 93,  Features Intersected: W-W RAMP,  Facility Carried by Structure: S-W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 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: 46.0 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $781,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $1,562,000 ( 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: 17835B,  Location: JCT I-5 (Lat: 46.106500,  Lng: -122.882667),  Route carried "on" structure: Ramp State highway 432,  Year Built: 2011,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 11,458 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 15,307 (year 2039),  Design Load: HL 93,  Features Intersected: SR 432 E-E RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.2 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: 48.9 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $844,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $1,689,000 ( 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: 81566,  Location: 1.00 S KELSO DR (LV WYE) (Lat: 46.091389,  Lng: -122.869722),  Route carried "on" structure: County highway 41000,  Year Built: 1922,  Year Reconstructed: 1979,  Status: Posted for load,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 6,250 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,440 (year 2038),  Design Load: HS 20,  Features Intersected: OWL CREEK,  Facility Carried by Structure: OLD 99 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,550,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $3,101,000 ( 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: 82384,  Location: 1.14 E OLD 99 S (MP 1.06) (Lat: 46.094722,  Lng: -122.848889),  Route carried "on" structure: County highway 40110,  Year Built: 1957,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,440 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,640 (year 2038),  Design Load: HS 20,  Features Intersected: OWL CREEK,  Facility Carried by Structure: ROSE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $547,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,094,000 ( 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: 85151,  Location: 0.05 N ST RT 432 (Lat: 46.106667,  Lng: -122.890000),  Route carried "on" structure: City street 2011,  Year Built: 1961,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 5,285 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 7,120 (year 2040),  Design Load: HS 20,  Features Intersected: COWEEMAN RIVER,  Facility Carried by Structure: TALLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $3,891,000,  Roadway Improvement Cost: $778,000,  Total Project Cost: $7,782,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85599,  Location: 0.3 W. OF I-5 (Lat: 46.135000,  Lng: -122.900000),  Route carried "on" structure: City street 2010,  Year Built: 1990,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 2,675 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,610 (year 2039),  Design Load: HS 20,  Features Intersected: COWEEMAN RIVER,  Facility Carried by Structure: GRADE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,420,000,  Roadway Improvement Cost: $684,000,  Total Project Cost: $6,840,000 ( 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: 86506,  Location: ALLEN ST OVER COWLITZ R (Lat: 46.145444,  Lng: -122.915556),  Route carried "on" structure: City street 2018,  Year Built: 2000,  Status: Open,  Structure Length: 33.99m (111.52ft),  Average Daily Traffic: 10,700 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,100 (year 2039),  Design Load: HL 93,  Features Intersected: COWLITZ R, BNRR, CITY ST,  Facility Carried by Structure: ALLEN STREET
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.531,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 32.0m (105.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 50.9m (167.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.99m (111.52ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $15,610,000,  Roadway Improvement Cost: $3,122,000,  Total Project Cost: $31,220,000 ( 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: 87202,  Location: 0.04 S ROSE VALLEY (1.28) (Lat: 46.095000,  Lng: -122.846944),  Route carried "on" structure: County highway 42450,  Year Built: 1954,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 135 (year 2038),  Design Load: HS 15,  Features Intersected: OWL CREEK,  Facility Carried by Structure: MAPLE HILL RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum 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: August 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: 87282,  Location: 0.30 E FISHPOND (MP 1.88) (Lat: 46.090000,  Lng: -122.832222),  Route carried "on" structure: County highway 42600,  Year Built: 2003,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 70 (year 2038),  Design Load: HL 93,  Features Intersected: OWL CREEK,  Facility Carried by Structure: DUNCAN 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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $897,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,794,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 89197,  Location: 3.78 E OLD 99 S (MP 1.06) (Lat: 46.116667,  Lng: -122.816111),  Route carried "on" structure: County highway 40110,  Year Built: 2020,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,756 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,370 (year 2037),  Design Load: HL 93,  Features Intersected: TURNER CREEK,  Facility Carried by Structure: ROSE VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 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: Equal to present desirable 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: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $650,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,300,000 ( Estimate for 2022)

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Structure Number: 3717A,  Location: 1.8 N JCT SR 432 (Lat: 46.147289,  Lng: -122.917972),  Route carried "under" structure: State highway 411,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 12,134 (year 2019),  Truck Traffic: 3%,  Features Intersected: COWLITZ R / RR / SR 411,  Facility Carried by Structure: SR 4
Minimum Vertical Clearance: 11.18m (36.68ft),  Kilometerpoint: 2.881,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 78.0m (255.9ft)

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Structure Number: 5968A,  Location: 15.9 N JCT SR 503 (Lat: 46.106917,  Lng: -122.879583),  Route carried "under" structure: Interstate 5,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 47,494 (year 2019),  Truck Traffic: 17%,  Features Intersected: I-5,  Facility Carried by Structure: SR 432
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 59.497,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 6025A,  Location: 2.7 E JCT SR 411 (Lat: 46.105139,  Lng: -122.876333),  Route carried "under" structure: Ramp State highway 432,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 2,536 (year 2016),  Truck Traffic: 18%,  Features Intersected: SR 432 E-S RAMP,  Facility Carried by Structure: I-5 N-W RAMP
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 10902A,  Location: 2.2 N JCT SR 432 (Lat: 46.133822,  Lng: -122.898994),  Route carried "under" structure: Interstate 5,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 57,744 (year 2019),  Truck Traffic: 19%,  Features Intersected: I-5,  Facility Carried by Structure: GRADE ST
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 62.974,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 10902D,  Location: 1.3 E JCT SR 411 SP (Lat: 46.144528,  Lng: -122.897417),  Route carried "under" structure: State highway 4,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 17,925 (year 2019),  Truck Traffic: 2%,  Features Intersected: ALLEN ST / SR 4,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 100.230,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 10902E,  Location: 1.3 E JCT SR 411 SP (Lat: 46.144417,  Lng: -122.897750),  Route carried "under" structure: State highway 4,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 17,925 (year 2019),  Truck Traffic: 2%,  Features Intersected: ALLEN ST/SR 4,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 100.198,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 10902F,  Location: 0.6 N JCT SR 4 (Lat: 46.152250,  Lng: -122.901611),  Route carried "under" structure: Interstate 5,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 56,388 (year 2019),  Truck Traffic: 19%,  Features Intersected: I-5,  Facility Carried by Structure: BRYNION ST
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 64.969,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 17835A,  Location: JCT I-5 (Lat: 46.107144,  Lng: -122.882508),  Route carried "under" structure: Ramp State highway 432,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,685 (year 2019),  Truck Traffic: 22%,  Features Intersected: W-W RAMP,  Facility Carried by Structure: S-W RAMP
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 17835B,  Location: JCT I-5 (Lat: 46.106500,  Lng: -122.882667),  Route carried "under" structure: Ramp State highway 432,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 662 (year 2016),  Truck Traffic: 25%,  Features Intersected: SR 432 E-E RAMP
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)