Bridge Statistics for Spangle, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 62ft / 19.1mTotal length
- $10,088,000Total costs
- 18,267Total average daily traffic
- 2,815Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Spangle
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11960-1969
- 41970-1979
- 21980-1989
- 11990-1999
- Bridge Condition - Superstructure
- 83.3%Good
- 16.7%Fair
- Bridge Condition - Substructure
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 80.0%Very good
- 20.0%Good
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 7981A, Location: 14.5 N WHITMAN CO (Lat: 47.453583, Lng: -117.385389), Route carried "on" structure: US 195, Year Built: 1967, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 3,516 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 4,528 (year 2039), Design Load: HS 20+Mod, Features Intersected: NP RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.129, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.05m (26.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,323,000, Roadway Improvement Cost: $465,000, Total Project Cost: $4,646,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7981A, Location: 14.5 N WHITMAN CO (Lat: 47.453583, Lng: -117.385389), Route carried "on" structure: US 195, Year Built: 1967, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 3,516 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 4,528 (year 2039), Design Load: HS 20+Mod, Features Intersected: NP RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.129, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.05m (26.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,323,000, Roadway Improvement Cost: $465,000, Total Project Cost: $4,646,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9417A, Location: 8.9 N WHITMAN CO (Lat: 47.375000, Lng: -117.384556), Route carried "on" structure: US 195, Year Built: 1972, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 5,023 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 6,469 (year 2039), Design Load: HS 20+Mod, Features Intersected: DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.361, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $966,000, Roadway Improvement Cost: $193,000, Total Project Cost: $1,932,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9417A, Location: 8.9 N WHITMAN CO (Lat: 47.375000, Lng: -117.384556), Route carried "on" structure: US 195, Year Built: 1972, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 5,023 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 6,469 (year 2039), Design Load: HS 20+Mod, Features Intersected: DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.361, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $966,000, Roadway Improvement Cost: $193,000, Total Project Cost: $1,932,000 ( 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: 9417B, Location: 10.1 N WHITMAN CO (Lat: 47.390667, Lng: -117.391361), Route carried "on" structure: US 195, Year Built: 1972, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,154 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 6,638 (year 2039), Design Load: HS 20+Mod, Features Intersected: BRADSHAW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.195, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,058,000, Roadway Improvement Cost: $212,000, Total Project Cost: $2,117,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9417B, Location: 10.1 N WHITMAN CO (Lat: 47.390667, Lng: -117.391361), Route carried "on" structure: US 195, Year Built: 1972, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,154 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 6,638 (year 2039), Design Load: HS 20+Mod, Features Intersected: BRADSHAW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.195, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,058,000, Roadway Improvement Cost: $212,000, Total Project Cost: $2,117,000 ( 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: 85025, Location: 0.1 E OLD SR 195 (Lat: 47.430236, Lng: -117.379094), Route carried "on" structure: City street 1215, Year Built: 1977, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 175 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 252 (year 2038), Design Load: HS 20, Features Intersected: SPANGLE CREEK, Facility Carried by Structure: 3RD STREET
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $29,000, Total Project Cost: $288,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85025, Location: 0.1 E OLD SR 195 (Lat: 47.430236, Lng: -117.379094), Route carried "on" structure: City street 1215, Year Built: 1977, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 175 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 252 (year 2038), Design Load: HS 20, Features Intersected: SPANGLE CREEK, Facility Carried by Structure: 3RD STREET
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $29,000, Total Project Cost: $288,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85028, Location: 0.1 E OLD SR 195 (Lat: 47.429036, Lng: -117.378472), Route carried "on" structure: City street 1215, Year Built: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 266 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 383 (year 2038), Design Load: HS 20, Features Intersected: SPANGLE CREEK, Facility Carried by Structure: 2ND STREET
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $29,000, Total Project Cost: $288,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85028, Location: 0.1 E OLD SR 195 (Lat: 47.429036, Lng: -117.378472), Route carried "on" structure: City street 1215, Year Built: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 266 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 383 (year 2038), Design Load: HS 20, Features Intersected: SPANGLE CREEK, Facility Carried by Structure: 2ND STREET
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $29,000, Total Project Cost: $288,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8503, Location: 0.1 E OLD SR 195 (Lat: 47.427864, Lng: -117.378458), Route carried "on" structure: City street 1215, Year Built: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 384 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 553 (year 2038), Design Load: HS 20, Features Intersected: SPANGLE CREEK, Facility Carried by Structure: 1ST STREET
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $29,000, Total Project Cost: $288,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8503, Location: 0.1 E OLD SR 195 (Lat: 47.427864, Lng: -117.378458), Route carried "on" structure: City street 1215, Year Built: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 384 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 553 (year 2038), Design Load: HS 20, Features Intersected: SPANGLE CREEK, Facility Carried by Structure: 1ST STREET
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $29,000, Total Project Cost: $288,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85032, Location: 0.1 N OLD SR 195 (Lat: 47.430553, Lng: -117.379517), Route carried "on" structure: City street 1215, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 184 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 264 (year 2038), Features Intersected: SPANGLE CREEK, Facility Carried by Structure: MAIN STREET
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $30,000, Total Project Cost: $300,000 ( Estimate for 2014)
Structure Number: 85032, Location: 0.1 N OLD SR 195 (Lat: 47.430553, Lng: -117.379517), Route carried "on" structure: City street 1215, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 184 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 264 (year 2038), Features Intersected: SPANGLE CREEK, Facility Carried by Structure: MAIN STREET
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $30,000, Total Project Cost: $300,000 ( Estimate for 2014)
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Structure Number: 86319, Location: 0.2 N SPANGLE CR RD (Lat: 47.470778, Lng: -117.375633), Route carried "on" structure: County highway 4573, Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 42 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 60 (year 2042), Design Load: HL 93, Features Intersected: SPANGLE CREEK, Facility Carried by Structure: STENTZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 96.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 96.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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 minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $23,000, Total Project Cost: $229,000 ( Estimate for 2014)
Structure Number: 86319, Location: 0.2 N SPANGLE CR RD (Lat: 47.470778, Lng: -117.375633), Route carried "on" structure: County highway 4573, Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 42 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 60 (year 2042), Design Load: HL 93, Features Intersected: SPANGLE CREEK, Facility Carried by Structure: STENTZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 96.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 96.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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 minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $23,000, Total Project Cost: $229,000 ( Estimate for 2014)
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Structure Number: 2492A, Location: 14.5 N WHITMAN CO (Lat: 47.453889, Lng: -117.385319), Route carried "under" structure: US 195, Year Built: 1939, Structure Length: 0. m, Average Daily Traffic: 3,516 (year 2019), Truck Traffic: 16%, Features Intersected: US 195, Facility Carried by Structure: NP RY
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 131.097, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 2492A, Location: 14.5 N WHITMAN CO (Lat: 47.453889, Lng: -117.385319), Route carried "under" structure: US 195, Year Built: 1939, Structure Length: 0. m, Average Daily Traffic: 3,516 (year 2019), Truck Traffic: 16%, Features Intersected: US 195, Facility Carried by Structure: NP RY
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 131.097, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 82781, Location: 0.01 E PSH NO 195 (Lat: 47.391011, Lng: -117.381125), Route carried "under" structure: County highway 311, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 7 (year 2018), Truck Traffic: 43%, Features Intersected: BRADSHAW RD, Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 0.001, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 5.5m (18.0ft)
Structure Number: 82781, Location: 0.01 E PSH NO 195 (Lat: 47.391011, Lng: -117.381125), Route carried "under" structure: County highway 311, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 7 (year 2018), Truck Traffic: 43%, Features Intersected: BRADSHAW RD, Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 0.001, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 5.5m (18.0ft)