Bridge Statistics for Kalama, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 404ft / 123mTotal length
- $75,409,000Total costs
- 391,608Total average daily traffic
- 65,922Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kalama
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 51960-1969
- 81970-1979
- 11980-1989
- 12000-2009
- Bridge Condition - Deck
- 13.3%Very good
- 46.7%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 73.3%Good
- 26.7%Satisfactory
- Bridge Condition - Substructure
- 80.0%Good
- 13.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Channel
- 33.3%Very good
- 33.3%Good
- 16.7%Satisfactory
- 16.7%Fair
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Structure Number: 8287A, Location: 8.8 N JCT SR 503 (Lat: 46.007361, Lng: -122.845278), Route carried "on" structure: Interstate 5, Year Built: 1968, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 33,283 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 44,466 (year 2039), Design Load: HS 20, Features Intersected: ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.023, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 29.5 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: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $880,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,760,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8287A, Location: 8.8 N JCT SR 503 (Lat: 46.007361, Lng: -122.845278), Route carried "on" structure: Interstate 5, Year Built: 1968, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 33,283 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 44,466 (year 2039), Design Load: HS 20, Features Intersected: ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.023, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 29.5 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: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $880,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,760,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8287B, Location: 8.8 N JCT SR 503 (Lat: 46.007278, Lng: -122.845583), Route carried "on" structure: Interstate 5, Year Built: 1968, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 33,283 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 44,466 (year 2039), Design Load: HS 20, Features Intersected: ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.023, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 29.5 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: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $880,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,760,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8287B, Location: 8.8 N JCT SR 503 (Lat: 46.007278, Lng: -122.845583), Route carried "on" structure: Interstate 5, Year Built: 1968, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 33,283 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 44,466 (year 2039), Design Load: HS 20, Features Intersected: ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.023, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 29.5 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: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $880,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,760,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8287C, Location: 9.6 N JCT SR 503 (Lat: 46.018417, Lng: -122.850139), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 2,051 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,959 (year 2038), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,631,000, Roadway Improvement Cost: $326,000, Total Project Cost: $3,262,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8287C, Location: 9.6 N JCT SR 503 (Lat: 46.018417, Lng: -122.850139), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 2,051 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,959 (year 2038), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,631,000, Roadway Improvement Cost: $326,000, Total Project Cost: $3,262,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8287D, Location: 0.1 MI W SR 5 (Lat: 46.018056, Lng: -122.851111), Route carried "on" structure: City street 600, Year Built: 1968, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 750 (year 2017), Truck Traffic: 25%, Average Future Daily Traffic: 990 (year 2038), Design Load: HS 20+Mod, Features Intersected: BNRR & HENDRICKSON DR, Facility Carried by Structure: OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,891,000, Roadway Improvement Cost: $778,000, Total Project Cost: $7,782,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8287D, Location: 0.1 MI W SR 5 (Lat: 46.018056, Lng: -122.851111), Route carried "on" structure: City street 600, Year Built: 1968, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 750 (year 2017), Truck Traffic: 25%, Average Future Daily Traffic: 990 (year 2038), Design Load: HS 20+Mod, Features Intersected: BNRR & HENDRICKSON DR, Facility Carried by Structure: OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,891,000, Roadway Improvement Cost: $778,000, Total Project Cost: $7,782,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8759A, Location: 6.6 N JCT SR 503 (Lat: 45.978333, Lng: -122.821667), Route carried "on" structure: Interstate 5, Year Built: 1971, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 34,293 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 45,815 (year 2039), Design Load: HS 20+Mod, Features Intersected: TODD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.579, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Bridge Improvement Cost: $1,882,000, Roadway Improvement Cost: $376,000, Total Project Cost: $3,763,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8759A, Location: 6.6 N JCT SR 503 (Lat: 45.978333, Lng: -122.821667), Route carried "on" structure: Interstate 5, Year Built: 1971, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 34,293 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 45,815 (year 2039), Design Load: HS 20+Mod, Features Intersected: TODD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.579, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Bridge Improvement Cost: $1,882,000, Roadway Improvement Cost: $376,000, Total Project Cost: $3,763,000 ( 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: 8759B, Location: 6.6 N JCT SR 503 (Lat: 45.980111, Lng: -122.824917), Route carried "on" structure: Interstate 5, Year Built: 1971, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 34,293 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 45,815 (year 2039), Design Load: HS 20+Mod, Features Intersected: TODD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.579, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Bridge Improvement Cost: $1,848,000, Roadway Improvement Cost: $370,000, Total Project Cost: $3,696,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8759B, Location: 6.6 N JCT SR 503 (Lat: 45.980111, Lng: -122.824917), Route carried "on" structure: Interstate 5, Year Built: 1971, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 34,293 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 45,815 (year 2039), Design Load: HS 20+Mod, Features Intersected: TODD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.579, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Bridge Improvement Cost: $1,848,000, Roadway Improvement Cost: $370,000, Total Project Cost: $3,696,000 ( 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: 8759C, Location: 10.8 N JCT SR 503 (Lat: 46.035567, Lng: -122.856897), Route carried "on" structure: Interstate 5, Year Built: 1971, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 36,952 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 49,367 (year 2039), Design Load: HS 20+Mod, Features Intersected: KALAMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.209, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 36.6m (120.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.63m (48.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $5,760,000, Roadway Improvement Cost: $1,152,000, Total Project Cost: $11,520,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8759C, Location: 10.8 N JCT SR 503 (Lat: 46.035567, Lng: -122.856897), Route carried "on" structure: Interstate 5, Year Built: 1971, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 36,952 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 49,367 (year 2039), Design Load: HS 20+Mod, Features Intersected: KALAMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.209, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 36.6m (120.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.63m (48.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $5,760,000, Roadway Improvement Cost: $1,152,000, Total Project Cost: $11,520,000 ( 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: 8759D, Location: 10.8 N JCT SR 503 (Lat: 46.034667, Lng: -122.857167), Route carried "on" structure: Interstate 5, Year Built: 1970, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 36,952 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 49,367 (year 2039), Design Load: HS 20+Mod, Features Intersected: KALAMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.193, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 36.6m (120.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.63m (48.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $5,376,000, Roadway Improvement Cost: $1,075,000, Total Project Cost: $10,752,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8759D, Location: 10.8 N JCT SR 503 (Lat: 46.034667, Lng: -122.857167), Route carried "on" structure: Interstate 5, Year Built: 1970, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 36,952 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 49,367 (year 2039), Design Load: HS 20+Mod, Features Intersected: KALAMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.193, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 36.6m (120.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.63m (48.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $5,376,000, Roadway Improvement Cost: $1,075,000, Total Project Cost: $10,752,000 ( 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: 8759E, Location: 11.1 N JCT SR 503 (Lat: 46.041222, Lng: -122.859583), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 2,509 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 3,619 (year 2038), Design Load: HS 20+Mod, Features Intersected: I-5, Facility Carried by Structure: KALAMA R RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), 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: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,920,000, Roadway Improvement Cost: $584,000, Total Project Cost: $5,840,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8759E, Location: 11.1 N JCT SR 503 (Lat: 46.041222, Lng: -122.859583), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 2,509 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 3,619 (year 2038), Design Load: HS 20+Mod, Features Intersected: I-5, Facility Carried by Structure: KALAMA R RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), 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: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,920,000, Roadway Improvement Cost: $584,000, Total Project Cost: $5,840,000 ( 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: 8952D, Location: 4.9 N JCT SR 503 (Lat: 45.959444, Lng: -122.805889), Route carried "on" structure: Interstate 5, Year Built: 1972, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 36,405 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 48,637 (year 2039), Design Load: HS 20+Mod, Features Intersected: BN RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.859, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $4,147,000, Roadway Improvement Cost: $829,000, Total Project Cost: $8,294,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8952D, Location: 4.9 N JCT SR 503 (Lat: 45.959444, Lng: -122.805889), Route carried "on" structure: Interstate 5, Year Built: 1972, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 36,405 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 48,637 (year 2039), Design Load: HS 20+Mod, Features Intersected: BN RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.859, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $4,147,000, Roadway Improvement Cost: $829,000, Total Project Cost: $8,294,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 84174, Location: 0.13 E I-5 EXIT 32 (Lat: 46.040833, Lng: -122.861389), Route carried "on" structure: County highway 40300, Year Built: 1976, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 1,250 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 1,700 (year 2038), Design Load: HS 20, Features Intersected: BNRR, Facility Carried by Structure: W KALAMA RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,131,000, Roadway Improvement Cost: $626,000, Total Project Cost: $6,262,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 84174, Location: 0.13 E I-5 EXIT 32 (Lat: 46.040833, Lng: -122.861389), Route carried "on" structure: County highway 40300, Year Built: 1976, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 1,250 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 1,700 (year 2038), Design Load: HS 20, Features Intersected: BNRR, Facility Carried by Structure: W KALAMA RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,131,000, Roadway Improvement Cost: $626,000, Total Project Cost: $6,262,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 84188, Location: 0.46 S KAL RIV RD (0.08) (Lat: 46.035000, Lng: -122.856306), Route carried "on" structure: City street 34750, Year Built: 1952, Year Reconstructed: 1971, Status: Open, Structure Length: 13.44m (44.09ft), Average Daily Traffic: 975 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 1,350 (year 2034), Design Load: HS 20, Features Intersected: KALAMA RIVER, Facility Carried by Structure: MEEKER DR
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 73.8m (242.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 84188, Location: 0.46 S KAL RIV RD (0.08) (Lat: 46.035000, Lng: -122.856306), Route carried "on" structure: City street 34750, Year Built: 1952, Year Reconstructed: 1971, Status: Open, Structure Length: 13.44m (44.09ft), Average Daily Traffic: 975 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 1,350 (year 2034), Design Load: HS 20, Features Intersected: KALAMA RIVER, Facility Carried by Structure: MEEKER DR
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 73.8m (242.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 84286, Location: 0.01 S KAL RIV RD (1.23) (Lat: 46.047222, Lng: -122.837500), Route carried "on" structure: County highway 35350, Year Built: 1958, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 795 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 960 (year 2032), Design Load: HS 15, Features Intersected: KALAMA RIVER, Facility Carried by Structure: MODROW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 30.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84286, Location: 0.01 S KAL RIV RD (1.23) (Lat: 46.047222, Lng: -122.837500), Route carried "on" structure: County highway 35350, Year Built: 1958, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 795 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 960 (year 2032), Design Load: HS 15, Features Intersected: KALAMA RIVER, Facility Carried by Structure: MODROW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 30.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84563, Location: 0.03 E KAL RIV RD (4.41) (Lat: 46.047222, Lng: -122.784444), Route carried "on" structure: County highway 35600, Year Built: 1985, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 230 (year 2039), Design Load: HS 20, Features Intersected: KALAMA RIVER, Facility Carried by Structure: FALLERT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,319,000, Roadway Improvement Cost: $464,000, Total Project Cost: $4,638,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 84563, Location: 0.03 E KAL RIV RD (4.41) (Lat: 46.047222, Lng: -122.784444), Route carried "on" structure: County highway 35600, Year Built: 1985, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 230 (year 2039), Design Load: HS 20, Features Intersected: KALAMA RIVER, Facility Carried by Structure: FALLERT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,319,000, Roadway Improvement Cost: $464,000, Total Project Cost: $4,638,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 86841, Location: 0.08 S W KALAMA RIVER RD (Lat: 46.039444, Lng: -122.865833), Route carried "on" structure: County highway 34652, Year Built: 2001, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 554 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 790 (year 2039), Design Load: HS 25 or greater, Features Intersected: KALAMA RIVER, Facility Carried by Structure: N HENDRICKSON DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 85.3m (279.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
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: 37.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.58m (37.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,040,000, Roadway Improvement Cost: $608,000, Total Project Cost: $6,080,000 ( 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: 86841, Location: 0.08 S W KALAMA RIVER RD (Lat: 46.039444, Lng: -122.865833), Route carried "on" structure: County highway 34652, Year Built: 2001, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 554 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 790 (year 2039), Design Load: HS 25 or greater, Features Intersected: KALAMA RIVER, Facility Carried by Structure: N HENDRICKSON DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 85.3m (279.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
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: 37.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.58m (37.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,040,000, Roadway Improvement Cost: $608,000, Total Project Cost: $6,080,000 ( 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: 8287C, Location: 9.6 N JCT SR 503 (Lat: 46.018417, Lng: -122.850139), Route carried "under" structure: Interstate 5, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 66,565 (year 2019), Truck Traffic: 17%, Features Intersected: I-5, Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 49.310, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 8287C, Location: 9.6 N JCT SR 503 (Lat: 46.018417, Lng: -122.850139), Route carried "under" structure: Interstate 5, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 66,565 (year 2019), Truck Traffic: 17%, Features Intersected: I-5, Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 49.310, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 8759E, Location: 11.1 N JCT SR 503 (Lat: 46.041222, Lng: -122.859583), Route carried "under" structure: Interstate 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 70,498 (year 2019), Truck Traffic: 17%, Features Intersected: I-5, Facility Carried by Structure: KALAMA R RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 51.950, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: 8759E, Location: 11.1 N JCT SR 503 (Lat: 46.041222, Lng: -122.859583), Route carried "under" structure: Interstate 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 70,498 (year 2019), Truck Traffic: 17%, Features Intersected: I-5, Facility Carried by Structure: KALAMA R RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 51.950, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)