Bridge Statistics for Renton, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 73Number of bridges
- 1,066ft / 325mTotal length
- $292,633,000Total costs
- 3,446,046Total average daily traffic
- 216,514Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Renton
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 41950-1959
- 181960-1969
- 21970-1979
- 81980-1989
- 191990-1999
- 82000-2009
- 132010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 61980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 20.9%Very good
- 37.2%Good
- 25.6%Satisfactory
- 16.3%Fair
- Bridge Condition - Superstructure
- 18.6%Very good
- 53.5%Good
- 18.6%Satisfactory
- 9.3%Fair
- Bridge Condition - Substructure
- 18.6%Very good
- 69.8%Good
- 4.7%Satisfactory
- 7.0%Fair
- Bridge Condition - Channel
- 85.7%Very good
- 10.7%Good
- 3.6%Satisfactory
- Bridge Condition - Culverts
- 12.5%Very good
- 87.5%Satisfactory
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Structure Number: 2504A, Location: 0.2 MI E JCT SR 515 (Lat: 47.482167, Lng: -122.202944), Route carried "on" structure: City street 900, Year Built: 1940, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: H 15, Features Intersected: CEDAR R, Facility Carried by Structure: BRONSON WAY N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), 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: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 24.9 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: 19.4 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $1,821,000, Roadway Improvement Cost: $364,000, Total Project Cost: $3,642,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2504A, Location: 0.2 MI E JCT SR 515 (Lat: 47.482167, Lng: -122.202944), Route carried "on" structure: City street 900, Year Built: 1940, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: H 15, Features Intersected: CEDAR R, Facility Carried by Structure: BRONSON WAY N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), 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: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 24.9 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: 19.4 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $1,821,000, Roadway Improvement Cost: $364,000, Total Project Cost: $3,642,000 ( 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: 5347B, Location: 1.7 N JCT SR 900 (Lat: 47.528000, Lng: -122.197556), Route carried "on" structure: Interstate 405, Year Built: 1958, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 76,510 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 108,032 (year 2039), Design Load: HS 20, Features Intersected: MAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.539, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.0 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: 18.5 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: High priority of replacement, 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: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,318,000, Roadway Improvement Cost: $264,000, Total Project Cost: $2,636,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5347B, Location: 1.7 N JCT SR 900 (Lat: 47.528000, Lng: -122.197556), Route carried "on" structure: Interstate 405, Year Built: 1958, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 76,510 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 108,032 (year 2039), Design Load: HS 20, Features Intersected: MAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.539, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.0 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: 18.5 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: High priority of replacement, 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: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,318,000, Roadway Improvement Cost: $264,000, Total Project Cost: $2,636,000 ( 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: 5347C, Location: 1.7 N JCT SR 900 (Lat: 47.527917, Lng: -122.198083), Route carried "on" structure: Interstate 405, Year Built: 1958, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 76,510 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 108,032 (year 2039), Design Load: HS 20, Features Intersected: MAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.539, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.0 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: 18.5 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: 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: 10.0 - 19.9% below), Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,636,000, Roadway Improvement Cost: $527,000, Total Project Cost: $5,273,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5347C, Location: 1.7 N JCT SR 900 (Lat: 47.527917, Lng: -122.198083), Route carried "on" structure: Interstate 405, Year Built: 1958, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 76,510 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 108,032 (year 2039), Design Load: HS 20, Features Intersected: MAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.539, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.0 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: 18.5 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: 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: 10.0 - 19.9% below), Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,636,000, Roadway Improvement Cost: $527,000, Total Project Cost: $5,273,000 ( 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: 6912B, Location: 0.5 N JCT SR 169 (Lat: 47.490056, Lng: -122.192472), Route carried "on" structure: Interstate 405, Year Built: 1963, Year Reconstructed: 1994, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 140,489 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 198,370 (year 2039), Design Load: HS 20, Features Intersected: SUNSET BLVD (OLD SR 900)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 35 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $6,264,000, Roadway Improvement Cost: $1,253,000, Total Project Cost: $12,528,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6912B, Location: 0.5 N JCT SR 169 (Lat: 47.490056, Lng: -122.192472), Route carried "on" structure: Interstate 405, Year Built: 1963, Year Reconstructed: 1994, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 140,489 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 198,370 (year 2039), Design Load: HS 20, Features Intersected: SUNSET BLVD (OLD SR 900)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 35 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $6,264,000, Roadway Improvement Cost: $1,253,000, Total Project Cost: $12,528,000 ( 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: 7085B, Location: 3.8 N JCT SR 516 (Lat: 47.441194, Lng: -122.218000), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1973, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 43,450 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 68,047 (year 2038), Design Load: HS 20, Features Intersected: SR 167, Facility Carried by Structure: S 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 5, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 7.32m (24.02ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $2,880,000, Roadway Improvement Cost: $576,000, Total Project Cost: $5,760,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7085B, Location: 3.8 N JCT SR 516 (Lat: 47.441194, Lng: -122.218000), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1973, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 43,450 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 68,047 (year 2038), Design Load: HS 20, Features Intersected: SR 167, Facility Carried by Structure: S 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 5, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 7.32m (24.02ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $2,880,000, Roadway Improvement Cost: $576,000, Total Project Cost: $5,760,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7376A, Location: 1.3 N JCT SR 181 (Lat: 47.467839, Lng: -122.218353), Route carried "on" structure: Interstate 405, Year Built: 1964, Year Reconstructed: 1989, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 94,517 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 133,458 (year 2039), Design Load: HS 20, Features Intersected: SR 167
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 9, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 55.5m (182.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 56.1m (184.1ft), Out-to-Out Width: 57.6m (189.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 21.4 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $6,918,000, Roadway Improvement Cost: $1,384,000, Total Project Cost: $13,837,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7376A, Location: 1.3 N JCT SR 181 (Lat: 47.467839, Lng: -122.218353), Route carried "on" structure: Interstate 405, Year Built: 1964, Year Reconstructed: 1989, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 94,517 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 133,458 (year 2039), Design Load: HS 20, Features Intersected: SR 167
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 9, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 55.5m (182.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 56.1m (184.1ft), Out-to-Out Width: 57.6m (189.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 21.4 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $6,918,000, Roadway Improvement Cost: $1,384,000, Total Project Cost: $13,837,000 ( 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: 7376C, Location: 0.5 N JCT SR 167 (Lat: 47.468889, Lng: -122.208056), Route carried "on" structure: Interstate 405, Year Built: 1964, Year Reconstructed: 1988, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 94,517 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 133,458 (year 2039), Design Load: HS 20, Features Intersected: BURNETT ST TALBOT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.4m (109.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,644,000, Roadway Improvement Cost: $929,000, Total Project Cost: $9,288,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7376C, Location: 0.5 N JCT SR 167 (Lat: 47.468889, Lng: -122.208056), Route carried "on" structure: Interstate 405, Year Built: 1964, Year Reconstructed: 1988, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 94,517 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 133,458 (year 2039), Design Load: HS 20, Features Intersected: BURNETT ST TALBOT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.4m (109.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,644,000, Roadway Improvement Cost: $929,000, Total Project Cost: $9,288,000 ( 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: 7623A, Location: 2.0 N JCT SR 900 (Lat: 47.532167, Lng: -122.197889), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 10,507 (year 2015), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: I-405, Facility Carried by Structure: NE 44TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 6.95m (22.80ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Bridge Improvement Cost: $2,599,000, Roadway Improvement Cost: $520,000, Total Project Cost: $5,198,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7623A, Location: 2.0 N JCT SR 900 (Lat: 47.532167, Lng: -122.197889), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 10,507 (year 2015), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: I-405, Facility Carried by Structure: NE 44TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 6.95m (22.80ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Bridge Improvement Cost: $2,599,000, Roadway Improvement Cost: $520,000, Total Project Cost: $5,198,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7828A, Location: JCT SR 900 (Lat: 47.502392, Lng: -122.196525), Route carried "on" structure: Interstate 405, Year Built: 1966, Year Reconstructed: 1986, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 67,737 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 95,644 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 900 / N PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,494,000, Roadway Improvement Cost: $499,000, Total Project Cost: $4,988,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7828A, Location: JCT SR 900 (Lat: 47.502392, Lng: -122.196525), Route carried "on" structure: Interstate 405, Year Built: 1966, Year Reconstructed: 1986, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 67,737 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 95,644 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 900 / N PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,494,000, Roadway Improvement Cost: $499,000, Total Project Cost: $4,988,000 ( 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: 7828B, Location: JCT SR 900 (Lat: 47.502528, Lng: -122.196806), Route carried "on" structure: Interstate 405, Year Built: 1966, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 67,737 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 95,644 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 900 / N PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 19.8 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: 15.2 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: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,978,000, Roadway Improvement Cost: $396,000, Total Project Cost: $3,956,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7828B, Location: JCT SR 900 (Lat: 47.502528, Lng: -122.196806), Route carried "on" structure: Interstate 405, Year Built: 1966, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 67,737 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 95,644 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 900 / N PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 19.8 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: 15.2 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: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,978,000, Roadway Improvement Cost: $396,000, Total Project Cost: $3,956,000 ( 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: 7955A, Location: 0.3 W JCT I-405 (Lat: 47.501694, Lng: -122.199556), Route carried "on" structure: City street 900, Year Built: 1966, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 8,210 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 13,453 (year 2033), Design Load: HS 20+Mod, Features Intersected: RR AND HOUSER WAY N, Facility Carried by Structure: NE PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 6, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Fair, 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: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.28m (23.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,394,000, Roadway Improvement Cost: $679,000, Total Project Cost: $6,788,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7955A, Location: 0.3 W JCT I-405 (Lat: 47.501694, Lng: -122.199556), Route carried "on" structure: City street 900, Year Built: 1966, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 8,210 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 13,453 (year 2033), Design Load: HS 20+Mod, Features Intersected: RR AND HOUSER WAY N, Facility Carried by Structure: NE PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 6, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Fair, 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: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.28m (23.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,394,000, Roadway Improvement Cost: $679,000, Total Project Cost: $6,788,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8054A, Location: 0.3 E JCT I-405 (Lat: 47.501028, Lng: -122.191000), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 2,700 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 4,363 (year 2036), Design Load: HS 20, Features Intersected: SR 900, Facility Carried by Structure: ABERDEEN AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, 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: 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: Good, Substructure: Good, Operating Rating: 47.3 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: 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: Meets minimum limits, Underclear: 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 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $2,160,000, Roadway Improvement Cost: $432,000, Total Project Cost: $4,320,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8054A, Location: 0.3 E JCT I-405 (Lat: 47.501028, Lng: -122.191000), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 2,700 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 4,363 (year 2036), Design Load: HS 20, Features Intersected: SR 900, Facility Carried by Structure: ABERDEEN AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, 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: 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: Good, Substructure: Good, Operating Rating: 47.3 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: 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: Meets minimum limits, Underclear: 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 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $2,160,000, Roadway Improvement Cost: $432,000, Total Project Cost: $4,320,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11976A, Location: 1.1 N JCT SR 900 (Lat: 47.518528, Lng: -122.198833), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 6,937 (year 2012), Truck Traffic: 8%, Design Load: HS 20+Mod, Features Intersected: SR 405, Facility Carried by Structure: NE 30TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,776,000, Roadway Improvement Cost: $355,000, Total Project Cost: $3,553,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 11976A, Location: 1.1 N JCT SR 900 (Lat: 47.518528, Lng: -122.198833), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 6,937 (year 2012), Truck Traffic: 8%, Design Load: HS 20+Mod, Features Intersected: SR 405, Facility Carried by Structure: NE 30TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,776,000, Roadway Improvement Cost: $355,000, Total Project Cost: $3,553,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 13354D, Location: 2.1 N JCT I-5 (Lat: 47.467867, Lng: -122.223347), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 10,800 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 18,207 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-405, Facility Carried by Structure: LIND AVE (88TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $2,640,000, Roadway Improvement Cost: $528,000, Total Project Cost: $5,280,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13354D, Location: 2.1 N JCT I-5 (Lat: 47.467867, Lng: -122.223347), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 10,800 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 18,207 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-405, Facility Carried by Structure: LIND AVE (88TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $2,640,000, Roadway Improvement Cost: $528,000, Total Project Cost: $5,280,000 ( 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: 14052A, Location: 1.3 N JCT SR 167 (Lat: 47.480167, Lng: -122.200306), Route carried "on" structure: Interstate 405, Year Built: 1993, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 87,728 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 123,871 (year 2039), Design Load: HS 20+Mod, Features Intersected: CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.1 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.09m (52.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,603,000, Roadway Improvement Cost: $1,521,000, Total Project Cost: $15,206,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14052A, Location: 1.3 N JCT SR 167 (Lat: 47.480167, Lng: -122.200306), Route carried "on" structure: Interstate 405, Year Built: 1993, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 87,728 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 123,871 (year 2039), Design Load: HS 20+Mod, Features Intersected: CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.1 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.09m (52.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,603,000, Roadway Improvement Cost: $1,521,000, Total Project Cost: $15,206,000 ( 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: 14052B, Location: 1.3 N JCT SR 167 (Lat: 47.480000, Lng: -122.201028), Route carried "on" structure: Interstate 405, Year Built: 1994, Status: Open, Structure Length: 17.01m (55.81ft), Average Daily Traffic: 87,728 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 123,871 (year 2039), Design Load: HS 20+Mod, Features Intersected: CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.01m (55.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,031,000, Roadway Improvement Cost: $1,406,000, Total Project Cost: $14,062,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14052B, Location: 1.3 N JCT SR 167 (Lat: 47.480000, Lng: -122.201028), Route carried "on" structure: Interstate 405, Year Built: 1994, Status: Open, Structure Length: 17.01m (55.81ft), Average Daily Traffic: 87,728 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 123,871 (year 2039), Design Load: HS 20+Mod, Features Intersected: CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.01m (55.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,031,000, Roadway Improvement Cost: $1,406,000, Total Project Cost: $14,062,000 ( 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: 14052D, Location: 1.3 N JCT SR 167 (Lat: 47.480139, Lng: -122.201111), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,981 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 3,061 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR 405, Facility Carried by Structure: RENTON AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 8, 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: 2, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $795,000, Roadway Improvement Cost: $159,000, Total Project Cost: $1,590,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14052D, Location: 1.3 N JCT SR 167 (Lat: 47.480139, Lng: -122.201111), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,981 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 3,061 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR 405, Facility Carried by Structure: RENTON AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 8, 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: 2, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $795,000, Roadway Improvement Cost: $159,000, Total Project Cost: $1,590,000 ( 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: 14052E, Location: 1.2 N JCT SR 167 (Lat: 47.479250, Lng: -122.202417), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,550 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 2,501 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-405, Facility Carried by Structure: CEDAR AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Lanes under structure: 6, 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: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $818,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,635,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14052E, Location: 1.2 N JCT SR 167 (Lat: 47.479250, Lng: -122.202417), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,550 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 2,501 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-405, Facility Carried by Structure: CEDAR AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Lanes under structure: 6, 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: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $818,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,635,000 ( 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: 14052F, Location: 1.7 N JCT SR 167 (Lat: 47.483917, Lng: -122.196778), Route carried "on" structure: Interstate 405, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 132,819 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 187,540 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 169
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.421, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 41.9m (137.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 86.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,216,000, Roadway Improvement Cost: $643,000, Total Project Cost: $6,432,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14052F, Location: 1.7 N JCT SR 167 (Lat: 47.483917, Lng: -122.196778), Route carried "on" structure: Interstate 405, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 132,819 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 187,540 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 169
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.421, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 41.9m (137.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 86.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,216,000, Roadway Improvement Cost: $643,000, Total Project Cost: $6,432,000 ( 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: 14052G, Location: 0.2 N JCT SR 169 (Lat: 47.485889, Lng: -122.194722), Route carried "on" structure: Interstate 405, Year Built: 1993, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 132,819 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 187,540 (year 2039), Design Load: HS 20+Mod, Features Intersected: NE 3RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.727, Lanes on structure: 7, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.4m (149.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,241,000, Roadway Improvement Cost: $648,000, Total Project Cost: $6,482,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14052G, Location: 0.2 N JCT SR 169 (Lat: 47.485889, Lng: -122.194722), Route carried "on" structure: Interstate 405, Year Built: 1993, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 132,819 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 187,540 (year 2039), Design Load: HS 20+Mod, Features Intersected: NE 3RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.727, Lanes on structure: 7, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.4m (149.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,241,000, Roadway Improvement Cost: $648,000, Total Project Cost: $6,482,000 ( 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: 14298A, Location: 9.0 N JCT SR 18 (Lat: 47.469436, Lng: -122.159369), Route carried "on" structure: State highway 169, Year Built: 1994, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 43,151 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 60,929 (year 2039), Design Load: HS 25 or greater, Features Intersected: CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.224, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,246,000, Roadway Improvement Cost: $449,000, Total Project Cost: $4,493,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14298A, Location: 9.0 N JCT SR 18 (Lat: 47.469436, Lng: -122.159369), Route carried "on" structure: State highway 169, Year Built: 1994, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 43,151 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 60,929 (year 2039), Design Load: HS 25 or greater, Features Intersected: CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.224, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,246,000, Roadway Improvement Cost: $449,000, Total Project Cost: $4,493,000 ( 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: 14756A, Location: JCT SR 900 (Lat: 47.502278, Lng: -122.196250), Route carried "on" structure: Ramp Interstate 405, Year Built: 1997, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 8,984 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 12,685 (year 2039), Design Load: HS 25 or greater, Features Intersected: SR 900, Facility Carried by Structure: E-N RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 6, Owner: State 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: 33.5m (109.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,763,000, Roadway Improvement Cost: $353,000, Total Project Cost: $3,526,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14756A, Location: JCT SR 900 (Lat: 47.502278, Lng: -122.196250), Route carried "on" structure: Ramp Interstate 405, Year Built: 1997, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 8,984 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 12,685 (year 2039), Design Load: HS 25 or greater, Features Intersected: SR 900, Facility Carried by Structure: E-N RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 6, Owner: State 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: 33.5m (109.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,763,000, Roadway Improvement Cost: $353,000, Total Project Cost: $3,526,000 ( 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: 16145A, Location: 1.3 N JCT SR 181 (Lat: 47.468417, Lng: -122.216333), Route carried "on" structure: Ramp Interstate 405, Year Built: 2002, Status: Open, Structure Length: 15.39m (50.49ft), Average Daily Traffic: 27,736 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 43,437 (year 2038), Design Load: HS 25 or greater, Features Intersected: SR 167, RAMP, Facility Carried by Structure: S-S RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.0 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.39m (50.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,929,000, Roadway Improvement Cost: $586,000, Total Project Cost: $5,858,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16145A, Location: 1.3 N JCT SR 181 (Lat: 47.468417, Lng: -122.216333), Route carried "on" structure: Ramp Interstate 405, Year Built: 2002, Status: Open, Structure Length: 15.39m (50.49ft), Average Daily Traffic: 27,736 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 43,437 (year 2038), Design Load: HS 25 or greater, Features Intersected: SR 167, RAMP, Facility Carried by Structure: S-S RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.0 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.39m (50.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,929,000, Roadway Improvement Cost: $586,000, Total Project Cost: $5,858,000 ( 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: 17295A, Location: 0.6 N JCT SR 181 (Lat: 47.467022, Lng: -122.234456), Route carried "on" structure: Interstate 405, Year Built: 2009, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 172,188 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 243,129 (year 2039), Design Load: HL 93, Features Intersected: SPRINGBROOK/OAKESDALE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 37.9m (124.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.0 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, 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: 12.56m (41.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $9,970,000, Roadway Improvement Cost: $1,994,000, Total Project Cost: $19,941,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17295A, Location: 0.6 N JCT SR 181 (Lat: 47.467022, Lng: -122.234456), Route carried "on" structure: Interstate 405, Year Built: 2009, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 172,188 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 243,129 (year 2039), Design Load: HL 93, Features Intersected: SPRINGBROOK/OAKESDALE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 37.9m (124.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.0 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, 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: 12.56m (41.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $9,970,000, Roadway Improvement Cost: $1,994,000, Total Project Cost: $19,941,000 ( 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: 17624A, Location: 0.6 N JCT SR 167 (Lat: 47.470306, Lng: -122.206389), Route carried "on" structure: Ramp City street , Year Built: 2010, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 9,777 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 15,780 (year 2032), Design Load: HL 93, Features Intersected: I-405, Facility Carried by Structure: BENSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 63.1m (207.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.85m (52.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $5,304,000, Roadway Improvement Cost: $1,061,000, Total Project Cost: $10,608,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17624A, Location: 0.6 N JCT SR 167 (Lat: 47.470306, Lng: -122.206389), Route carried "on" structure: Ramp City street , Year Built: 2010, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 9,777 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 15,780 (year 2032), Design Load: HL 93, Features Intersected: I-405, Facility Carried by Structure: BENSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 63.1m (207.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.85m (52.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $5,304,000, Roadway Improvement Cost: $1,061,000, Total Project Cost: $10,608,000 ( 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: 17624B, Location: 0.8 N JCT SR 167 (Lat: 47.473667, Lng: -122.204222), Route carried "on" structure: Ramp Interstate 405, Year Built: 2010, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 11,742 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 16,579 (year 2039), Design Load: HL 93, Features Intersected: BENSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,462,000, Roadway Improvement Cost: $292,000, Total Project Cost: $2,923,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17624B, Location: 0.8 N JCT SR 167 (Lat: 47.473667, Lng: -122.204222), Route carried "on" structure: Ramp Interstate 405, Year Built: 2010, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 11,742 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 16,579 (year 2039), Design Load: HL 93, Features Intersected: BENSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,462,000, Roadway Improvement Cost: $292,000, Total Project Cost: $2,923,000 ( 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: 18811A, Location: 0.5 N JCT SR 167 (Lat: 47.468819, Lng: -122.208417), Route carried "on" structure: Interstate 405, Year Built: 2017, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 47,259 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 66,729 (year 2039), Design Load: HL 93, Features Intersected: BURNETT ST TALBOT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 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: 39.5 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,934,000, Roadway Improvement Cost: $387,000, Total Project Cost: $3,869,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18811A, Location: 0.5 N JCT SR 167 (Lat: 47.468819, Lng: -122.208417), Route carried "on" structure: Interstate 405, Year Built: 2017, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 47,259 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 66,729 (year 2039), Design Load: HL 93, Features Intersected: BURNETT ST TALBOT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 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: 39.5 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,934,000, Roadway Improvement Cost: $387,000, Total Project Cost: $3,869,000 ( 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: 18811B, Location: 0.5 N JCT SR 167 (Lat: 47.468983, Lng: -122.208417), Route carried "on" structure: Interstate 405, Year Built: 2017, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 47,259 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 66,729 (year 2039), Design Load: HL 93, Features Intersected: BURNETT ST TALBOT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 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: 39.5 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,924,000, Roadway Improvement Cost: $385,000, Total Project Cost: $3,848,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18811B, Location: 0.5 N JCT SR 167 (Lat: 47.468983, Lng: -122.208417), Route carried "on" structure: Interstate 405, Year Built: 2017, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 47,259 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 66,729 (year 2039), Design Load: HL 93, Features Intersected: BURNETT ST TALBOT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 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: 39.5 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,924,000, Roadway Improvement Cost: $385,000, Total Project Cost: $3,848,000 ( 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: 18811C, Location: JCT I-405 & SR 167 (Lat: 47.464917, Lng: -122.218028), Route carried "on" structure: Ramp State highway 167, Year Built: 2018, Status: Open, Structure Length: 56.27m (184.61ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HL 93, Features Intersected: I-405 NB, SR 167 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.0 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 56.27m (184.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $18,460,000, Roadway Improvement Cost: $3,692,000, Total Project Cost: $36,920,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18811C, Location: JCT I-405 & SR 167 (Lat: 47.464917, Lng: -122.218028), Route carried "on" structure: Ramp State highway 167, Year Built: 2018, Status: Open, Structure Length: 56.27m (184.61ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HL 93, Features Intersected: I-405 NB, SR 167 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.0 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 56.27m (184.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $18,460,000, Roadway Improvement Cost: $3,692,000, Total Project Cost: $36,920,000 ( 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: 79791, Location: 0.8 MI N OF SR-900 (Lat: 47.515217, Lng: -122.143167), Route carried "on" structure: City street 70230, Year Built: 1951, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,900 (year 2019), Truck Traffic: 31%, Average Future Daily Traffic: 4,600 (year 2039), Design Load: HS 15, Features Intersected: MAY CREEK, Facility Carried by Structure: 148TH AVE SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, 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: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $94,000, Total Project Cost: $942,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79791, Location: 0.8 MI N OF SR-900 (Lat: 47.515217, Lng: -122.143167), Route carried "on" structure: City street 70230, Year Built: 1951, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,900 (year 2019), Truck Traffic: 31%, Average Future Daily Traffic: 4,600 (year 2039), Design Load: HS 15, Features Intersected: MAY CREEK, Facility Carried by Structure: 148TH AVE SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, 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: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $94,000, Total Project Cost: $942,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85182, Location: 0.6 MI S JCT SR-900 (Lat: 47.474900, Lng: -122.248033), Route carried "on" structure: City street 46030, Year Built: 1998, Year Reconstructed: 2005, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 10,670 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 11,900 (year 2037), Design Load: HS 25 or greater, Features Intersected: BLACK RIVER CHANNEL, Facility Carried by Structure: MONSTER ROAD SW
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: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 85.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,429,000, Roadway Improvement Cost: $286,000, Total Project Cost: $2,858,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 85182, Location: 0.6 MI S JCT SR-900 (Lat: 47.474900, Lng: -122.248033), Route carried "on" structure: City street 46030, Year Built: 1998, Year Reconstructed: 2005, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 10,670 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 11,900 (year 2037), Design Load: HS 25 or greater, Features Intersected: BLACK RIVER CHANNEL, Facility Carried by Structure: MONSTER ROAD SW
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: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 85.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,429,000, Roadway Improvement Cost: $286,000, Total Project Cost: $2,858,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 85258, Location: 0.4 MI W OF I-405 (Lat: 47.483472, Lng: -122.205264), Route carried "on" structure: City street 51010, Year Built: 1987, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 3,300 (year 2039), Design Load: HS 20, Features Intersected: CEDAR RIVER, Facility Carried by Structure: WELLS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,223,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,446,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 85258, Location: 0.4 MI W OF I-405 (Lat: 47.483472, Lng: -122.205264), Route carried "on" structure: City street 51010, Year Built: 1987, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 3,300 (year 2039), Design Load: HS 20, Features Intersected: CEDAR RIVER, Facility Carried by Structure: WELLS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,223,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,446,000 ( 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: 85263, Location: 0.2 M N OF SR 900 (Lat: 47.484139, Lng: -122.206528), Route carried "on" structure: City street 52510, Year Built: 1954, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,528 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 2,000 (year 2038), Features Intersected: CEDAR RIVER, Facility Carried by Structure: WILLIAMS AVE
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: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $1,186,000, Roadway Improvement Cost: $237,000, Total Project Cost: $2,371,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85263, Location: 0.2 M N OF SR 900 (Lat: 47.484139, Lng: -122.206528), Route carried "on" structure: City street 52510, Year Built: 1954, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,528 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 2,000 (year 2038), Features Intersected: CEDAR RIVER, Facility Carried by Structure: WILLIAMS AVE
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: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $1,186,000, Roadway Improvement Cost: $237,000, Total Project Cost: $2,371,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85281, Location: 0.4 MI E JCT SR-167 (Lat: 47.485556, Lng: -122.209083), Route carried "on" structure: City street 21020, Year Built: 1973, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 37,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 45,000 (year 2039), Design Load: HS 20, Features Intersected: CEDAR RIVER, Facility Carried by Structure: LOGAN AVE N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 7, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $8,232,000, Roadway Improvement Cost: $1,646,000, Total Project Cost: $16,464,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85281, Location: 0.4 MI E JCT SR-167 (Lat: 47.485556, Lng: -122.209083), Route carried "on" structure: City street 21020, Year Built: 1973, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 37,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 45,000 (year 2039), Design Load: HS 20, Features Intersected: CEDAR RIVER, Facility Carried by Structure: LOGAN AVE N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 7, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $8,232,000, Roadway Improvement Cost: $1,646,000, Total Project Cost: $16,464,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85423, Location: 0.7 MI E OF SR-181 (Lat: 47.467778, Lng: -122.234000), Route carried "on" structure: City street 42020, Year Built: 1987, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 28,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 40,000 (year 2039), Design Load: HS 20, Features Intersected: SPRINGBROOK CREEK, Facility Carried by Structure: SW GRADY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $420,000, Total Project Cost: $4,203,000 ( Estimate for 2014)
Structure Number: 85423, Location: 0.7 MI E OF SR-181 (Lat: 47.467778, Lng: -122.234000), Route carried "on" structure: City street 42020, Year Built: 1987, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 28,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 40,000 (year 2039), Design Load: HS 20, Features Intersected: SPRINGBROOK CREEK, Facility Carried by Structure: SW GRADY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $420,000, Total Project Cost: $4,203,000 ( Estimate for 2014)
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Structure Number: 85443, Location: 0.2 MI WEST LIND AVE SW (Lat: 47.455611, Lng: -122.227500), Route carried "on" structure: City street 1070, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 32%, Average Future Daily Traffic: 1,600 (year 2039), Design Load: HS 20, Features Intersected: SPRINGBROOK CREEK, Facility Carried by Structure: SW 27TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,017,000, Roadway Improvement Cost: $203,000, Total Project Cost: $2,034,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85443, Location: 0.2 MI WEST LIND AVE SW (Lat: 47.455611, Lng: -122.227500), Route carried "on" structure: City street 1070, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 32%, Average Future Daily Traffic: 1,600 (year 2039), Design Load: HS 20, Features Intersected: SPRINGBROOK CREEK, Facility Carried by Structure: SW 27TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,017,000, Roadway Improvement Cost: $203,000, Total Project Cost: $2,034,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous