Bridge Statistics for Rosalia, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 407ft / 124mTotal length
- $81,817,000Total costs
- 57,790Total average daily traffic
- 10,066Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rosalia
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11960-1969
- 171970-1979
- 21980-1989
- 21990-1999
- Bridge Condition - Deck
- 52.4%Good
- 28.6%Satisfactory
- 19.0%Fair
- Bridge Condition - Superstructure
- 85.7%Good
- 9.5%Fair
- 4.8%Poor
- Bridge Condition - Substructure
- 81.0%Good
- 4.8%Satisfactory
- 9.5%Fair
- 4.8%Poor
- Bridge Condition - Channel
- 69.2%Very good
- 23.1%Good
- 7.7%Satisfactory
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Structure Number: 9462A, Location: 4.3 N WHITMAN CO (Lat: 47.309917, Lng: -117.390028), Route carried "on" structure: US 195, Year Built: 1973, Status: Open, Structure Length: 4.27m (14.01ft), 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: PLAZA-CHENEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.909, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), 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: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 4.27m (14.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,120,000, Roadway Improvement Cost: $224,000, Total Project Cost: $2,240,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9462A, Location: 4.3 N WHITMAN CO (Lat: 47.309917, Lng: -117.390028), Route carried "on" structure: US 195, Year Built: 1973, Status: Open, Structure Length: 4.27m (14.01ft), 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: PLAZA-CHENEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.909, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), 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: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 4.27m (14.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,120,000, Roadway Improvement Cost: $224,000, Total Project Cost: $2,240,000 ( 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: 9560A, Location: 3.5 N JCT SR 271 (Lat: 47.258250, Lng: -117.361806), Route carried "on" structure: US 195, Year Built: 1974, Status: Open, Structure Length: 12.92m (42.39ft), Average Daily Traffic: 5,023 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 5,625 (year 2039), Design Load: HS 20+Mod, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.394, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 12.92m (42.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,562,000, Roadway Improvement Cost: $712,000, Total Project Cost: $7,123,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9560A, Location: 3.5 N JCT SR 271 (Lat: 47.258250, Lng: -117.361806), Route carried "on" structure: US 195, Year Built: 1974, Status: Open, Structure Length: 12.92m (42.39ft), Average Daily Traffic: 5,023 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 5,625 (year 2039), Design Load: HS 20+Mod, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.394, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 12.92m (42.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,562,000, Roadway Improvement Cost: $712,000, Total Project Cost: $7,123,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9560B, Location: 0.9 N WHITMAN CO (Lat: 47.271250, Lng: -117.370389), Route carried "on" structure: US 195, Year Built: 1974, Status: Open, Structure Length: 4.33m (14.21ft), 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: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.051, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,386,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9560B, Location: 0.9 N WHITMAN CO (Lat: 47.271250, Lng: -117.370389), Route carried "on" structure: US 195, Year Built: 1974, Status: Open, Structure Length: 4.33m (14.21ft), 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: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.051, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,386,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9560C, Location: 1.7 N WHITMAN CO (Lat: 47.281250, Lng: -117.365694), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 300 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 361 (year 2036), Design Load: HS 20+Mod, Features Intersected: US 195, Facility Carried by Structure: E BABB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.283, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.47m (27.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,779,000, Roadway Improvement Cost: $356,000, Total Project Cost: $3,558,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9560C, Location: 1.7 N WHITMAN CO (Lat: 47.281250, Lng: -117.365694), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 300 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 361 (year 2036), Design Load: HS 20+Mod, Features Intersected: US 195, Facility Carried by Structure: E BABB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.283, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.47m (27.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,779,000, Roadway Improvement Cost: $356,000, Total Project Cost: $3,558,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9676A, Location: 8.4 N JCT SR 27 (Lat: 47.210556, Lng: -117.360833), Route carried "on" structure: State highway 271, Year Built: 1975, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 1,084 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,214 (year 2039), Design Load: HS 20+Mod, Features Intersected: US 195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.583, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,784,000, Roadway Improvement Cost: $357,000, Total Project Cost: $3,567,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9676A, Location: 8.4 N JCT SR 27 (Lat: 47.210556, Lng: -117.360833), Route carried "on" structure: State highway 271, Year Built: 1975, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 1,084 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,214 (year 2039), Design Load: HS 20+Mod, Features Intersected: US 195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.583, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,784,000, Roadway Improvement Cost: $357,000, Total Project Cost: $3,567,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9676B, Location: 0.4 N JCT SR 271 (Lat: 47.215306, Lng: -117.357722), Route carried "on" structure: US 195, Year Built: 1975, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 4,806 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,382 (year 2039), Design Load: HS 20+Mod, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.389, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,520,000, Roadway Improvement Cost: $504,000, Total Project Cost: $5,040,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9676B, Location: 0.4 N JCT SR 271 (Lat: 47.215306, Lng: -117.357722), Route carried "on" structure: US 195, Year Built: 1975, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 4,806 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,382 (year 2039), Design Load: HS 20+Mod, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.389, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,520,000, Roadway Improvement Cost: $504,000, Total Project Cost: $5,040,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9676C, Location: 0.7 N JCT SR 271 (Lat: 47.219444, Lng: -117.354444), Route carried "on" structure: US 195, Year Built: 1975, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 4,806 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,382 (year 2039), Design Load: HS 20+Mod, Features Intersected: JOHN WAYNE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.888, Lanes on 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: 41.8m (137.1ft), 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: 89.8 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,386,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9676C, Location: 0.7 N JCT SR 271 (Lat: 47.219444, Lng: -117.354444), Route carried "on" structure: US 195, Year Built: 1975, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 4,806 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,382 (year 2039), Design Load: HS 20+Mod, Features Intersected: JOHN WAYNE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.888, Lanes on 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: 41.8m (137.1ft), 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: 89.8 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,386,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9676D, Location: 1.7 N JCT SR 271 (Lat: 47.232889, Lng: -117.358972), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 92 (year 2002), Truck Traffic: 16%, Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20+Mod, Features Intersected: US 195, Facility Carried by Structure: PANDORA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,602,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9676D, Location: 1.7 N JCT SR 271 (Lat: 47.232889, Lng: -117.358972), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 92 (year 2002), Truck Traffic: 16%, Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20+Mod, Features Intersected: US 195, Facility Carried by Structure: PANDORA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,602,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9735A, Location: 0.2 N JCT SR 271 (Lat: 47.213694, Lng: -117.359111), Route carried "on" structure: US 195, Year Built: 1975, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 4,426 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 4,957 (year 2039), Design Load: HS 20+Mod, Features Intersected: BN RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.179, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,508,000, Roadway Improvement Cost: $302,000, Total Project Cost: $3,016,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9735A, Location: 0.2 N JCT SR 271 (Lat: 47.213694, Lng: -117.359111), Route carried "on" structure: US 195, Year Built: 1975, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 4,426 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 4,957 (year 2039), Design Load: HS 20+Mod, Features Intersected: BN RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.179, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,508,000, Roadway Improvement Cost: $302,000, Total Project Cost: $3,016,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9735B, Location: 2.9 N JCT SR 271 (Lat: 47.250572, Lng: -117.361639), Route carried "on" structure: US 195, Year Built: 1975, Status: Open, Structure Length: 17.56m (57.61ft), Average Daily Traffic: 4,806 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,382 (year 2039), Design Load: HS 20+Mod, Features Intersected: OLD BN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.525, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.9m (144.0ft), 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: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.56m (57.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $4,838,000, Roadway Improvement Cost: $968,000, Total Project Cost: $9,677,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9735B, Location: 2.9 N JCT SR 271 (Lat: 47.250572, Lng: -117.361639), Route carried "on" structure: US 195, Year Built: 1975, Status: Open, Structure Length: 17.56m (57.61ft), Average Daily Traffic: 4,806 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,382 (year 2039), Design Load: HS 20+Mod, Features Intersected: OLD BN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.525, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.9m (144.0ft), 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: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.56m (57.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $4,838,000, Roadway Improvement Cost: $968,000, Total Project Cost: $9,677,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9735C, Location: 3.5 N JCT SR 271 (Lat: 47.256214, Lng: -117.360972), Route carried "on" structure: US 195, Year Built: 1975, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 5,023 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 5,625 (year 2039), Design Load: HS 20+Mod, Features Intersected: BN RY & OLD SR 195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.168, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 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: 11.55m (37.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,184,000, Roadway Improvement Cost: $637,000, Total Project Cost: $6,367,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9735C, Location: 3.5 N JCT SR 271 (Lat: 47.256214, Lng: -117.360972), Route carried "on" structure: US 195, Year Built: 1975, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 5,023 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 5,625 (year 2039), Design Load: HS 20+Mod, Features Intersected: BN RY & OLD SR 195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.168, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 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: 11.55m (37.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,184,000, Roadway Improvement Cost: $637,000, Total Project Cost: $6,367,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80621, Location: 1.26 MI SE SPKN CNTY LINE (Lat: 47.249983, Lng: -117.435450), Route carried "on" structure: County highway 36600, Year Built: 1963, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 57 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 58 (year 2039), Design Load: H 20, Features Intersected: PINE CREEK, Facility Carried by Structure: SQUAW/3660
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $340,000, Total Project Cost: $3,405,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 80621, Location: 1.26 MI SE SPKN CNTY LINE (Lat: 47.249983, Lng: -117.435450), Route carried "on" structure: County highway 36600, Year Built: 1963, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 57 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 58 (year 2039), Design Load: H 20, Features Intersected: PINE CREEK, Facility Carried by Structure: SQUAW/3660
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $340,000, Total Project Cost: $3,405,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 80623, Location: 1.15 MI SE SPKN CNTY LINE (Lat: 47.250100, Lng: -117.437267), Route carried "on" structure: County highway 36600, Year Built: 1979, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 57 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 58 (year 2039), Design Load: HS 20, Features Intersected: SQUAW CREEK, Facility Carried by Structure: SQUAW/3660
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,216,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 80623, Location: 1.15 MI SE SPKN CNTY LINE (Lat: 47.250100, Lng: -117.437267), Route carried "on" structure: County highway 36600, Year Built: 1979, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 57 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 58 (year 2039), Design Load: HS 20, Features Intersected: SQUAW CREEK, Facility Carried by Structure: SQUAW/3660
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,216,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 81816, Location: S ROSALIA CTY LIMITS (Lat: 47.227117, Lng: -117.368383), Route carried "on" structure: County highway 250, Year Built: 1930, Year Reconstructed: 1999, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 521 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 521 (year 2039), Design Load: HS 15, Features Intersected: PINE CREEK, Facility Carried by Structure: ROSALIA/0025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.48m (31.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $4,727,000, Roadway Improvement Cost: $945,000, Total Project Cost: $9,454,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81816, Location: S ROSALIA CTY LIMITS (Lat: 47.227117, Lng: -117.368383), Route carried "on" structure: County highway 250, Year Built: 1930, Year Reconstructed: 1999, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 521 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 521 (year 2039), Design Load: HS 15, Features Intersected: PINE CREEK, Facility Carried by Structure: ROSALIA/0025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.48m (31.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $4,727,000, Roadway Improvement Cost: $945,000, Total Project Cost: $9,454,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83193, Location: 0.21 MI N LD JOHNSON (Lat: 47.216133, Lng: -117.332567), Route carried "on" structure: County highway 500, Year Built: 1971, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 26 (year 2021), Truck Traffic: 40%, Average Future Daily Traffic: 27 (year 2039), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: ST JOHN/0050
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,216,000, Roadway Improvement Cost: $243,000, Total Project Cost: $2,432,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83193, Location: 0.21 MI N LD JOHNSON (Lat: 47.216133, Lng: -117.332567), Route carried "on" structure: County highway 500, Year Built: 1971, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 26 (year 2021), Truck Traffic: 40%, Average Future Daily Traffic: 27 (year 2039), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: ST JOHN/0050
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,216,000, Roadway Improvement Cost: $243,000, Total Project Cost: $2,432,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83658, Location: 0.3 N NORTH PINE (Lat: 47.284219, Lng: -117.359750), Route carried "on" structure: County highway 3550, Year Built: 1929, Status: Posted for load, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 888 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 1,278 (year 2040), Design Load: H 15, Features Intersected: N PINE CREEK WIR RR, Facility Carried by Structure: OLD STATE ROUTE195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,116,000, Roadway Improvement Cost: $623,000, Total Project Cost: $6,232,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83658, Location: 0.3 N NORTH PINE (Lat: 47.284219, Lng: -117.359750), Route carried "on" structure: County highway 3550, Year Built: 1929, Status: Posted for load, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 888 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 1,278 (year 2040), Design Load: H 15, Features Intersected: N PINE CREEK WIR RR, Facility Carried by Structure: OLD STATE ROUTE195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,116,000, Roadway Improvement Cost: $623,000, Total Project Cost: $6,232,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85203, Location: 0.15 W WHITMAN ST (Lat: 47.233933, Lng: -117.373383), Route carried "on" structure: City street 1115, Year Built: 1982, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 510 (year 2039), Design Load: HS 25 or greater, Features Intersected: PINE CREEK, Facility Carried by Structure: SEVENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,596,000, Roadway Improvement Cost: $319,000, Total Project Cost: $3,192,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85203, Location: 0.15 W WHITMAN ST (Lat: 47.233933, Lng: -117.373383), Route carried "on" structure: City street 1115, Year Built: 1982, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 510 (year 2039), Design Load: HS 25 or greater, Features Intersected: PINE CREEK, Facility Carried by Structure: SEVENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,596,000, Roadway Improvement Cost: $319,000, Total Project Cost: $3,192,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85655, Location: 2.70 MI E SQUAW (Lat: 47.240917, Lng: -117.374667), Route carried "on" structure: County highway 36800, Year Built: 1988, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 255 (year 2039), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: GASHOUS/3680
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,520,000, Roadway Improvement Cost: $304,000, Total Project Cost: $3,040,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 85655, Location: 2.70 MI E SQUAW (Lat: 47.240917, Lng: -117.374667), Route carried "on" structure: County highway 36800, Year Built: 1988, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 255 (year 2039), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: GASHOUS/3680
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,520,000, Roadway Improvement Cost: $304,000, Total Project Cost: $3,040,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 86124, Location: 0.05 MI NW ROSALIA (Lat: 47.256467, Lng: -117.362733), Route carried "on" structure: County highway 38800, Year Built: 1995, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 51 (year 2039), Design Load: HS 25 or greater, Features Intersected: PINE CREEK, Facility Carried by Structure: KELSEY/3880
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), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,520,000, Roadway Improvement Cost: $304,000, Total Project Cost: $3,040,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86124, Location: 0.05 MI NW ROSALIA (Lat: 47.256467, Lng: -117.362733), Route carried "on" structure: County highway 38800, Year Built: 1995, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 51 (year 2039), Design Load: HS 25 or greater, Features Intersected: PINE CREEK, Facility Carried by Structure: KELSEY/3880
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), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,520,000, Roadway Improvement Cost: $304,000, Total Project Cost: $3,040,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 86447, Location: 0.05 N BABB ROAD (Lat: 47.279522, Lng: -117.361828), Route carried "on" structure: County highway 3550, Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 506 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 728 (year 2040), Design Load: H 20, Features Intersected: SPRING VALLEY CREEK, Facility Carried by Structure: OLD SR-195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,034,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 86447, Location: 0.05 N BABB ROAD (Lat: 47.279522, Lng: -117.361828), Route carried "on" structure: County highway 3550, Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 506 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 728 (year 2040), Design Load: H 20, Features Intersected: SPRING VALLEY CREEK, Facility Carried by Structure: OLD SR-195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,034,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 86467, Location: 0.3 S BAAB ROAD (Lat: 47.272583, Lng: -117.381739), Route carried "on" structure: Spur County highway 3085, Year Built: 1997, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 23 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 33 (year 2042), Design Load: HS 25 or greater, Features Intersected: PINE CREEK, Facility Carried by Structure: MORROW ROAD
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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
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: 55.3 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: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $905,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,810,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86467, Location: 0.3 S BAAB ROAD (Lat: 47.272583, Lng: -117.381739), Route carried "on" structure: Spur County highway 3085, Year Built: 1997, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 23 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 33 (year 2042), Design Load: HS 25 or greater, Features Intersected: PINE CREEK, Facility Carried by Structure: MORROW ROAD
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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
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: 55.3 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: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $905,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,810,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9462A, Location: 4.3 N WHITMAN CO (Lat: 47.309917, Lng: -117.390028), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 245 (year 2014), Truck Traffic: 26%, Features Intersected: PLAZA-CHENEY RD, Facility Carried by Structure: US 195
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 9462A, Location: 4.3 N WHITMAN CO (Lat: 47.309917, Lng: -117.390028), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 245 (year 2014), Truck Traffic: 26%, Features Intersected: PLAZA-CHENEY RD, Facility Carried by Structure: US 195
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 9560C, Location: 1.7 N WHITMAN CO (Lat: 47.281250, Lng: -117.365694), Route carried "under" structure: US 195, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,023 (year 2019), Truck Traffic: 16%, Features Intersected: US 195, Facility Carried by Structure: E BABB RD
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 109.258, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.1m (148.0ft)
Structure Number: 9560C, Location: 1.7 N WHITMAN CO (Lat: 47.281250, Lng: -117.365694), Route carried "under" structure: US 195, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,023 (year 2019), Truck Traffic: 16%, Features Intersected: US 195, Facility Carried by Structure: E BABB RD
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 109.258, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.1m (148.0ft)
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Structure Number: 9676A, Location: 14.6 N JCT SR 23 (Lat: 47.210556, Lng: -117.360833), Route carried "under" structure: US 195, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 4,426 (year 2019), Truck Traffic: 19%, Features Intersected: US 195, Facility Carried by Structure: SR 271
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 100.809, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 9676A, Location: 14.6 N JCT SR 23 (Lat: 47.210556, Lng: -117.360833), Route carried "under" structure: US 195, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 4,426 (year 2019), Truck Traffic: 19%, Features Intersected: US 195, Facility Carried by Structure: SR 271
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 100.809, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 9676D, Location: 1.7 N JCT SR 271 (Lat: 47.232889, Lng: -117.358972), Route carried "under" structure: US 195, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 4,806 (year 2019), Truck Traffic: 19%, Features Intersected: US 195, Facility Carried by Structure: PANDORA RD
Minimum Vertical Clearance: 7.29m (23.92ft), Kilometerpoint: 103.481, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
Structure Number: 9676D, Location: 1.7 N JCT SR 271 (Lat: 47.232889, Lng: -117.358972), Route carried "under" structure: US 195, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 4,806 (year 2019), Truck Traffic: 19%, Features Intersected: US 195, Facility Carried by Structure: PANDORA RD
Minimum Vertical Clearance: 7.29m (23.92ft), Kilometerpoint: 103.481, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)