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

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Structure Number: 7409A,  Location: 1.3 N JCT I-90 (Lat: 47.610628,  Lng: -122.330894),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 26.18m (85.89ft),  Average Daily Traffic: 4,900 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,056 (year 2034),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: 8TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.18m (85.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $10,652,000,  Roadway Improvement Cost: $2,130,000,  Total Project Cost: $21,303,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7409B,  Location: 1.2 N JCT I-90 (Lat: 47.609528,  Lng: -122.331667),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 19.45m (63.81ft),  Average Daily Traffic: 7,599 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,706 (year 2036),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: UNIV-N RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 47.5m (155.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.45m (63.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $10,463,000,  Roadway Improvement Cost: $2,093,000,  Total Project Cost: $20,926,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7409C,  Location: 1.5 N JCT I-90 (Lat: 47.612508,  Lng: -122.331056),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 12,100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,000 (year 2038),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: PIKE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,820,000,  Roadway Improvement Cost: $564,000,  Total Project Cost: $5,640,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7409D,  Location: 1.6 N JCT I-90 (Lat: 47.614167,  Lng: -122.330556),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 25.15m (82.51ft),  Average Daily Traffic: 24,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,000 (year 2038),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: PINE ST-BOREN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.395,  Lanes on structure: 3,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.6 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: 19.1 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: Meets minimum limits,  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: 25.15m (82.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,745,000,  Roadway Improvement Cost: $1,749,000,  Total Project Cost: $17,490,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7486A,  Location: W END MARION ST (Lat: 47.602528,  Lng: -122.339417),  Route carried "on" structure: State highway 519,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 412 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 642 (year 2034),  Design Load: H 15,  Features Intersected: ELLIOTT BAY,  Facility Carried by Structure: FERRY TRAFFIC
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2018,  Critical Feature Inspection Date: June 2018,  Underwater Inspection Date: July 2017,  Other Special Inspection Date: June 2018,  Bridge Improvement Cost: $546,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,092,000 ( Estimate for 2014),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7486B,  Location: W END MARION ST (Lat: 47.602889,  Lng: -122.339417),  Route carried "on" structure: State highway 519,  Year Built: 1964,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,420 (year 2034),  Design Load: HS 15,  Features Intersected: PUGET SOUND @ SEATTLE,  Facility Carried by Structure: FERRY TRAFFIC
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 32.7 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: July 2017,  Other Special Inspection Date: June 2020,  Bridge Improvement Cost: $504,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,008,000 ( Estimate for 2014),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7486E,  Location: W END MARION ST (Lat: 47.603000,  Lng: -122.338056),  Route carried "on" structure: State highway 519,  Year Built: 1964,  Status: Closed,  Structure Length: 34.75m (114.01ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,400 (year 2034),  Design Load: H 15,  Features Intersected: PUGET SOUND @ SEATTLE,  Facility Carried by Structure: FERRY TRAFFIC
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.001,  Lanes on structure: 14,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 50,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 115.8m (379.9ft),  Out-to-Out Width: 123.4m (404.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: 34.75m (114.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $14,136,000,  Roadway Improvement Cost: $2,827,000,  Total Project Cost: $28,272,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7504A,  Location: 0.3 N JCT I-90 (Lat: 47.598111,  Lng: -122.320778),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 21.52m (70.60ft),  Average Daily Traffic: 73,276 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 103,465 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: KING-JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.220,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.52m (70.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $9,037,000,  Roadway Improvement Cost: $1,807,000,  Total Project Cost: $18,074,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7504B,  Location: 0.3 N JCT I-90 (Lat: 47.598039,  Lng: -122.320389),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 21.70m (71.19ft),  Average Daily Traffic: 73,276 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 103,465 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: KING-JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.220,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 15.9 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: 12.3 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: High priority of corrective action,  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: 21.70m (71.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $8,259,000,  Roadway Improvement Cost: $1,652,000,  Total Project Cost: $16,518,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7504C,  Location: 0.3 N JCT I-90 (Lat: 47.598111,  Lng: -122.320417),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 21.61m (70.90ft),  Average Daily Traffic: 55,400 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 92,629 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: KING JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.61m (70.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $7,374,000,  Roadway Improvement Cost: $1,475,000,  Total Project Cost: $14,747,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7504D,  Location: 0.3 N JCT I-90 (Lat: 47.598083,  Lng: -122.321472),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 21.61m (70.90ft),  Average Daily Traffic: 66,222 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 110,723 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: KING JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.61m (70.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $9,500,000,  Roadway Improvement Cost: $1,900,000,  Total Project Cost: $19,001,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7504E,  Location: 0.6 N JCT I-90 (Lat: 47.601711,  Lng: -122.325864),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 7,500 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,110 (year 2036),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: YESLER WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.8 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: 41.5 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.92m (39.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,877,000,  Roadway Improvement Cost: $375,000,  Total Project Cost: $3,754,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7565A,  Location: JCT I-90 (Lat: 47.590861,  Lng: -122.320806),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 39.08m (128.22ft),  Average Daily Traffic: 2,190 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,662 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: N-W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.08m (128.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $6,923,000,  Roadway Improvement Cost: $1,385,000,  Total Project Cost: $13,846,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7565B,  Location: JCT I-5 (Lat: 47.593861,  Lng: -122.319861),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1965,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 37.95m (124.51ft),  Average Daily Traffic: 19,205 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,111 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.9 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: 19.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 37.95m (124.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $6,723,000,  Roadway Improvement Cost: $1,345,000,  Total Project Cost: $13,446,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7565C,  Location: JCT I-5 (Lat: 47.591667,  Lng: -122.318333),  Route carried "on" structure: Interstate 90,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 51.36m (168.50ft),  Average Daily Traffic: 22,460 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,713 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.589,  Lanes on structure: 2,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 10,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 18.5 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: 13.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.36m (168.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $14,828,000,  Roadway Improvement Cost: $2,966,000,  Total Project Cost: $29,656,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7565D,  Location: JCT I-5 (Lat: 47.593472,  Lng: -122.321944),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1965,  Status: Open,  Structure Length: 15.64m (51.31ft),  Average Daily Traffic: 5,684 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,504 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: E-N RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.8 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: 24.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.64m (51.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,668,000,  Roadway Improvement Cost: $534,000,  Total Project Cost: $5,335,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7565E,  Location: JCT I-90 (Lat: 47.596122,  Lng: -122.320775),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 28.86m (94.69ft),  Average Daily Traffic: 30,627 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 51,208 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-5, RAMPS, RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 21.1 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: 16.2 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.86m (94.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $7,197,000,  Roadway Improvement Cost: $1,439,000,  Total Project Cost: $14,394,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7565F,  Location: 0.1 N JCT I-90 (Lat: 47.595528,  Lng: -122.320278),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 73,276 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 103,465 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: DEARBORN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.930,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.68m (21.92ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $2,760,000,  Roadway Improvement Cost: $552,000,  Total Project Cost: $5,519,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7565G,  Location: 0.1 N JCT I-90 (Lat: 47.595528,  Lng: -122.320528),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 73,276 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 103,465 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: DEARBORN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.930,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.68m (21.92ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $2,540,000,  Roadway Improvement Cost: $508,000,  Total Project Cost: $5,081,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7565I,  Location: 0.1 N JCT I-90 (Lat: 47.595528,  Lng: -122.319750),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 20,967 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,057 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: DEARBORN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $1,987,000,  Roadway Improvement Cost: $397,000,  Total Project Cost: $3,974,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7565J,  Location: 0.1 N JCT I-90 (Lat: 47.595528,  Lng: -122.320972),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 32,408 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 54,186 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: DEARBORN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 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: 37.3 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $2,938,000,  Roadway Improvement Cost: $588,000,  Total Project Cost: $5,875,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7565K,  Location: JCT I-90 (Lat: 47.593278,  Lng: -122.321611),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 15.79m (51.80ft),  Average Daily Traffic: 5,379 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,994 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT WAY S,  Facility Carried by Structure: S-W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: 41.8 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.79m (51.80ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $3,315,000,  Roadway Improvement Cost: $663,000,  Total Project Cost: $6,630,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7565L,  Location: 0.2 E JCT I-5 (Lat: 47.594861,  Lng: -122.317306),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 26.37m (86.52ft),  Average Daily Traffic: 28,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,642 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: DEARBORN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 25.9 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: 20.1 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.37m (86.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,844,000,  Roadway Improvement Cost: $969,000,  Total Project Cost: $9,688,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7565M,  Location: 0.1 N JCT I-90 (Lat: 47.594611,  Lng: -122.318833),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 22.83m (74.90ft),  Average Daily Traffic: 6,516 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,895 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-5 NBCD,  Facility Carried by Structure: DEARBORN-N RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 24.3 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: 18.8 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.83m (74.90ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $3,745,000,  Roadway Improvement Cost: $749,000,  Total Project Cost: $7,490,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7565N,  Location: JCT I-90 (Lat: 47.594556,  Lng: -122.321139),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 13.99m (45.90ft),  Average Daily Traffic: 2,510 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,197 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: SDOT MAINTENANCE YARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 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: 37.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.99m (45.90ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Bridge Improvement Cost: $2,478,000,  Roadway Improvement Cost: $496,000,  Total Project Cost: $4,957,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7565P,  Location: JCT I-5 (Lat: 47.592278,  Lng: -122.326222),  Route carried "on" structure: Interstate 90,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 57.33m (188.09ft),  Average Daily Traffic: 22,460 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,713 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.637,  Lanes on structure: 2,  Lanes under structure: 29,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 9,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 15.6 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: 12.0 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 57.33m (188.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $16,553,000,  Roadway Improvement Cost: $3,311,000,  Total Project Cost: $33,106,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7617A,  Location: 1.0 N JCT SR 900 (Lat: 47.513500,  Lng: -122.285500),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 109,267 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 154,285 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK ST SEWER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 255.001,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $1,050,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,099,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7617B,  Location: 1.0 N JCT SR 900 (Lat: 47.513611,  Lng: -122.285250),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 109,267 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 154,285 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK ST SEWER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 255.001,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $1,199,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $2,398,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7617C,  Location: 2.2 N JCT SR 900 (Lat: 47.530472,  Lng: -122.293694),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 109,267 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 154,285 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MILITARY RD ROSE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.964,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.91m (16.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $2,576,000,  Roadway Improvement Cost: $515,000,  Total Project Cost: $5,152,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7617D,  Location: 2.2 N JCT SR 900 (Lat: 47.530139,  Lng: -122.294389),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 109,267 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 154,285 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MILITARY RD ROSE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.964,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $2,384,000,  Roadway Improvement Cost: $477,000,  Total Project Cost: $4,768,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7675A,  Location: 3.9 N JCT SR 900 (Lat: 47.548264,  Lng: -122.312333),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 15,563 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,780 (year 2036),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: ALBRO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.75m (28.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,640,000,  Roadway Improvement Cost: $528,000,  Total Project Cost: $5,281,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7686A,  Location: 5.9 N JCT SR 900 (Lat: 47.577750,  Lng: -122.321972),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 21.28m (69.82ft),  Average Daily Traffic: 3,824 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,394 (year 2036),  Design Load: HS 20,  Features Intersected: AIRPORT WAY S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.28m (69.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,490,000,  Roadway Improvement Cost: $698,000,  Total Project Cost: $6,980,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7686B,  Location: 6.5 N JCT SR 900 (Lat: 47.586111,  Lng: -122.322222),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 23.50m (77.10ft),  Average Daily Traffic: 10,600 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,197 (year 2036),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: BEACON-HOLGATE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.396,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 5,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.2 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: 37.9 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 23.50m (77.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $4,626,000,  Roadway Improvement Cost: $925,000,  Total Project Cost: $9,252,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7686C,  Location: JCT I-90 (Lat: 47.588778,  Lng: -122.320167),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 40,483 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 67,688 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: TERRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,057,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $2,114,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7686D,  Location: JCT I-90 (Lat: 47.591081,  Lng: -122.321450),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 22.22m (72.90ft),  Average Daily Traffic: 24,462 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,900 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: TERRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.0 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: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.22m (72.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $8,165,000,  Roadway Improvement Cost: $1,633,000,  Total Project Cost: $16,330,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7734A,  Location: 3.9 N JCT SR 900 (Lat: 47.551667,  Lng: -122.317083),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 102,429 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 144,629 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: N-W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.973,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 17.5 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: 13.3 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.30m (46.92ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $7,598,000,  Roadway Improvement Cost: $1,520,000,  Total Project Cost: $15,196,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete