Bridge Statistics for Walnut Grove, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 207ft / 63.1mTotal length
- $41,749,000Total costs
- 518,730Total average daily traffic
- 37,287Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Walnut Grove
- No street view available for this location
- Bridge Condition - Deck
- 71.4%Good
- 28.6%Satisfactory
- Bridge Condition - Superstructure
- 57.1%Good
- 42.9%Satisfactory
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Structure Number: 9122A, Location: 2.6 N JCT SR 500 (Lat: 45.686972, Lng: -122.601278), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 10,000 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 18,160 (year 2036), Design Load: HS 20+Mod, Features Intersected: I-205, Facility Carried by Structure: NE ANDRESEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.125, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $4,472,000, Roadway Improvement Cost: $894,000, Total Project Cost: $8,944,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9122A, Location: 2.6 N JCT SR 500 (Lat: 45.686972, Lng: -122.601278), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 10,000 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 18,160 (year 2036), Design Load: HS 20+Mod, Features Intersected: I-205, Facility Carried by Structure: NE ANDRESEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.125, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $4,472,000, Roadway Improvement Cost: $894,000, Total Project Cost: $8,944,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9241A, Location: 2.1 N JCT SR 500 (Lat: 45.682750, Lng: -122.594250), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 15,039 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 24,784 (year 2036), Design Load: HS 20+Mod, Features Intersected: I-205, Facility Carried by Structure: PADDEN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.66m (44.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $4,480,000, Roadway Improvement Cost: $896,000, Total Project Cost: $8,960,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9241A, Location: 2.1 N JCT SR 500 (Lat: 45.682750, Lng: -122.594250), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 15,039 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 24,784 (year 2036), Design Load: HS 20+Mod, Features Intersected: I-205, Facility Carried by Structure: PADDEN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.66m (44.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $4,480,000, Roadway Improvement Cost: $896,000, Total Project Cost: $8,960,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9241B, Location: 2.1 N JCT SR 500 (Lat: 45.682861, Lng: -122.594528), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 15,039 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 24,784 (year 2036), Design Load: HS 20+Mod, Features Intersected: I-205, Facility Carried by Structure: PADDEN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.66m (44.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $4,301,000, Roadway Improvement Cost: $860,000, Total Project Cost: $8,602,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9241B, Location: 2.1 N JCT SR 500 (Lat: 45.682861, Lng: -122.594528), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 15,039 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 24,784 (year 2036), Design Load: HS 20+Mod, Features Intersected: I-205, Facility Carried by Structure: PADDEN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.66m (44.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $4,301,000, Roadway Improvement Cost: $860,000, Total Project Cost: $8,602,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9241D, Location: 0.9 N JCT SR 500 (Lat: 45.668028, Lng: -122.580361), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 10,910 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 21,391 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-205, Facility Carried by Structure: NE 63RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,374,000, Roadway Improvement Cost: $475,000, Total Project Cost: $4,747,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9241D, Location: 0.9 N JCT SR 500 (Lat: 45.668028, Lng: -122.580361), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 10,910 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 21,391 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-205, Facility Carried by Structure: NE 63RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,374,000, Roadway Improvement Cost: $475,000, Total Project Cost: $4,747,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9241F, Location: 3.1 N JCT SR 500 (Lat: 45.692628, Lng: -122.607306), Route carried "on" structure: Interstate 205, Year Built: 1972, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 37,214 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 53,885 (year 2039), Design Load: HS 20+Mod, Features Intersected: LP&N RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,856,000, Roadway Improvement Cost: $371,000, Total Project Cost: $3,712,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 9241F, Location: 3.1 N JCT SR 500 (Lat: 45.692628, Lng: -122.607306), Route carried "on" structure: Interstate 205, Year Built: 1972, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 37,214 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 53,885 (year 2039), Design Load: HS 20+Mod, Features Intersected: LP&N RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,856,000, Roadway Improvement Cost: $371,000, Total Project Cost: $3,712,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 9241G, Location: 3.4 N JCT SR 500 (Lat: 45.695911, Lng: -122.610894), Route carried "on" structure: Interstate 205, Year Built: 1973, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 37,214 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 53,885 (year 2039), Design Load: HS 20+Mod, Features Intersected: ST JOHNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.184, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,696,000, Roadway Improvement Cost: $339,000, Total Project Cost: $3,392,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 9241G, Location: 3.4 N JCT SR 500 (Lat: 45.695911, Lng: -122.610894), Route carried "on" structure: Interstate 205, Year Built: 1973, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 37,214 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 53,885 (year 2039), Design Load: HS 20+Mod, Features Intersected: ST JOHNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.184, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,696,000, Roadway Improvement Cost: $339,000, Total Project Cost: $3,392,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 9241L, Location: 3.4 N JCT SR 500 (Lat: 45.695911, Lng: -122.610908), Route carried "on" structure: Interstate 205, Year Built: 1973, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 37,214 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 53,885 (year 2039), Design Load: HS 20+Mod, Features Intersected: ST JOHNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.184, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,696,000, Roadway Improvement Cost: $339,000, Total Project Cost: $3,392,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9241L, Location: 3.4 N JCT SR 500 (Lat: 45.695911, Lng: -122.610908), Route carried "on" structure: Interstate 205, Year Built: 1973, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 37,214 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 53,885 (year 2039), Design Load: HS 20+Mod, Features Intersected: ST JOHNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.184, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,696,000, Roadway Improvement Cost: $339,000, Total Project Cost: $3,392,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9122A, Location: 2.6 N JCT SR 500 (Lat: 45.686972, Lng: -122.601278), Route carried "under" structure: Interstate 205, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 89,025 (year 2019), Truck Traffic: 7%, Features Intersected: I-205, Facility Carried by Structure: NE ANDRESEN RD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 53.945, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 9122A, Location: 2.6 N JCT SR 500 (Lat: 45.686972, Lng: -122.601278), Route carried "under" structure: Interstate 205, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 89,025 (year 2019), Truck Traffic: 7%, Features Intersected: I-205, Facility Carried by Structure: NE ANDRESEN RD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 53.945, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: 9241A, Location: 2.1 N JCT SR 500 (Lat: 45.682750, Lng: -122.594250), Route carried "under" structure: Interstate 205, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 89,025 (year 2019), Truck Traffic: 7%, Features Intersected: I-205, Facility Carried by Structure: PADDEN PARKWAY
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 53.173, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
Structure Number: 9241A, Location: 2.1 N JCT SR 500 (Lat: 45.682750, Lng: -122.594250), Route carried "under" structure: Interstate 205, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 89,025 (year 2019), Truck Traffic: 7%, Features Intersected: I-205, Facility Carried by Structure: PADDEN PARKWAY
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 53.173, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
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Structure Number: 9241B, Location: 2.1 N JCT SR 500 (Lat: 45.682861, Lng: -122.594528), Route carried "under" structure: Interstate 205, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 89,025 (year 2019), Truck Traffic: 7%, Features Intersected: I-205, Facility Carried by Structure: PADDEN PARKWAY
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 53.205, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
Structure Number: 9241B, Location: 2.1 N JCT SR 500 (Lat: 45.682861, Lng: -122.594528), Route carried "under" structure: Interstate 205, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 89,025 (year 2019), Truck Traffic: 7%, Features Intersected: I-205, Facility Carried by Structure: PADDEN PARKWAY
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 53.205, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
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Structure Number: 9241D, Location: 0.9 N JCT SR 500 (Lat: 45.668028, Lng: -122.580361), Route carried "under" structure: Interstate 205, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 89,025 (year 2019), Truck Traffic: 7%, Features Intersected: I-205, Facility Carried by Structure: NE 63RD ST
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 51.161, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.8m (124.0ft)
Structure Number: 9241D, Location: 0.9 N JCT SR 500 (Lat: 45.668028, Lng: -122.580361), Route carried "under" structure: Interstate 205, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 89,025 (year 2019), Truck Traffic: 7%, Features Intersected: I-205, Facility Carried by Structure: NE 63RD ST
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 51.161, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.8m (124.0ft)