Bridge Statistics for New Meadows, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 72ft / 22.1mTotal length
- $3,260,000Total costs
- 12,340Total average daily traffic
- 1,379Total average daily truck traffic
- 18,510Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Meadows
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11950-1959
- 21960-1969
- 21970-1979
- 11980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 31990-1999
- Bridge Condition - Deck
- 7.1%Excellent
- 7.1%Very good
- 57.1%Good
- 21.4%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 7.1%Excellent
- 21.4%Very good
- 35.7%Good
- 21.4%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 7.1%Excellent
- 21.4%Very good
- 14.3%Good
- 28.6%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 6.7%Excellent
- 13.3%Very good
- 53.3%Good
- 26.7%Satisfactory
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Structure Number: 18241, Location: 3.3 W. NEW MEADOWS WCL (Lat: 44.993167, Lng: -116.344000), Route carried "on" structure: US 95, Year Built: 2017, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,600 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 3,900 (year 2039), Design Load: HL 93, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 253.423, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.7 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18241, Location: 3.3 W. NEW MEADOWS WCL (Lat: 44.993167, Lng: -116.344000), Route carried "on" structure: US 95, Year Built: 2017, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,600 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 3,900 (year 2039), Design Load: HL 93, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 253.423, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.7 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18246, Location: 0.2 W. NEW MEADOWS WCL (Lat: 44.973258, Lng: -116.295097), Route carried "on" structure: US 95, Year Built: 2021, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HL 93, Features Intersected: LITTLE SALMON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 248.687, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 18246, Location: 0.2 W. NEW MEADOWS WCL (Lat: 44.973258, Lng: -116.295097), Route carried "on" structure: US 95, Year Built: 2021, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HL 93, Features Intersected: LITTLE SALMON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 248.687, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1825, Location: 0.7 N. NEW MEADOWS (Lat: 44.980667, Lng: -116.280861), Route carried "on" structure: US 95, Year Built: 1978, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,050 (year 2039), Design Load: HS 20, Features Intersected: W.FK.GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.058, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1825, Location: 0.7 N. NEW MEADOWS (Lat: 44.980667, Lng: -116.280861), Route carried "on" structure: US 95, Year Built: 1978, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,050 (year 2039), Design Load: HS 20, Features Intersected: W.FK.GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.058, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18255, Location: 1.7 N. NEW MEADOWS (Lat: 44.996000, Lng: -116.280583), Route carried "on" structure: US 95, Year Built: 1978, Status: Open, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,050 (year 2039), Design Load: HS 20, Features Intersected: E.FK.GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.761, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18255, Location: 1.7 N. NEW MEADOWS (Lat: 44.996000, Lng: -116.280583), Route carried "on" structure: US 95, Year Built: 1978, Status: Open, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,050 (year 2039), Design Load: HS 20, Features Intersected: E.FK.GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.761, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26396, Location: 0.2 S. 1.2 E. MEADOWS (Lat: 44.957333, Lng: -116.215639), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: WOODLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26396, Location: 0.2 S. 1.2 E. MEADOWS (Lat: 44.957333, Lng: -116.215639), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: WOODLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 264, Location: 0.6 S. 1.9 E. NEW MEADOWS (Lat: 44.961083, Lng: -116.243139), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: W.BR.GOOSE CR;MEADOWS BR, Facility Carried by Structure: CLAY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.953, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $25,000, Total Project Cost: $368,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 264, Location: 0.6 S. 1.9 E. NEW MEADOWS (Lat: 44.961083, Lng: -116.243139), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: W.BR.GOOSE CR;MEADOWS BR, Facility Carried by Structure: CLAY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.953, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $25,000, Total Project Cost: $368,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2642, Location: 0.2 N. 0.1 E. NEW MEADOWS (Lat: 44.973889, Lng: -116.279667), Route carried "on" structure: County highway , Year Built: 1955, Year Reconstructed: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 180 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 270 (year 2039), Design Load: H 15, Features Intersected: W.BR.GOOSE CREEK, Facility Carried by Structure: STATE SHED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.068, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $26,000, Total Project Cost: $389,000 ( Estimate for 2019), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2642, Location: 0.2 N. 0.1 E. NEW MEADOWS (Lat: 44.973889, Lng: -116.279667), Route carried "on" structure: County highway , Year Built: 1955, Year Reconstructed: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 180 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 270 (year 2039), Design Load: H 15, Features Intersected: W.BR.GOOSE CREEK, Facility Carried by Structure: STATE SHED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.068, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $26,000, Total Project Cost: $389,000 ( Estimate for 2019), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26431, Location: 0.8 W. NEW MEADOWS (Lat: 44.971944, Lng: -116.296444), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2039), Design Load: HS 15, Features Intersected: LITTLE SALMON RIVER, Facility Carried by Structure: HUBBARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.281, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 26431, Location: 0.8 W. NEW MEADOWS (Lat: 44.971944, Lng: -116.296444), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2039), Design Load: HS 15, Features Intersected: LITTLE SALMON RIVER, Facility Carried by Structure: HUBBARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.281, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 26445, Location: 0.3 W. NEW MEADOWS (Lat: 44.973417, Lng: -116.294361), Route carried "on" structure: County highway , Year Built: 1923, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 30 (year 2039), Design Load: H 15, Features Intersected: LITTLE SALMON RIVER, Facility Carried by Structure: OLD HWY 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.264, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $40,000, Total Project Cost: $603,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 26445, Location: 0.3 W. NEW MEADOWS (Lat: 44.973417, Lng: -116.294361), Route carried "on" structure: County highway , Year Built: 1923, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 30 (year 2039), Design Load: H 15, Features Intersected: LITTLE SALMON RIVER, Facility Carried by Structure: OLD HWY 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.264, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $40,000, Total Project Cost: $603,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 26495, Location: 1.2 N. 0.5 E. NEW MEADOWS (Lat: 44.988056, Lng: -116.270167), Route carried "on" structure: County highway , Year Built: 1984, Year Reconstructed: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 120 (year 2039), Design Load: H 15, Features Intersected: E.BR.GOOSE CREEK, Facility Carried by Structure: FARRELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $416,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 26495, Location: 1.2 N. 0.5 E. NEW MEADOWS (Lat: 44.988056, Lng: -116.270167), Route carried "on" structure: County highway , Year Built: 1984, Year Reconstructed: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 120 (year 2039), Design Load: H 15, Features Intersected: E.BR.GOOSE CREEK, Facility Carried by Structure: FARRELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $416,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 265, Location: 4.7 N. 0.4 W. NEW MEADOWS (Lat: 45.038861, Lng: -116.288639), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1990, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2039), Design Load: H 15, Features Intersected: LITTLE SALMON RIVER, Facility Carried by Structure: ZIMS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.290, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $49,000, Total Project Cost: $735,000 ( Estimate for 2019), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 265, Location: 4.7 N. 0.4 W. NEW MEADOWS (Lat: 45.038861, Lng: -116.288639), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1990, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2039), Design Load: H 15, Features Intersected: LITTLE SALMON RIVER, Facility Carried by Structure: ZIMS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.290, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $49,000, Total Project Cost: $735,000 ( Estimate for 2019), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2651, Location: 0.6 N. 1.5 E. NEW MEADOWS (Lat: 44.980306, Lng: -116.250000), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 315 (year 2039), Design Load: HS 20, Features Intersected: E.BR.GOOSE CR;NW.MEADOWS, Facility Carried by Structure: CEMENTARY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 2651, Location: 0.6 N. 1.5 E. NEW MEADOWS (Lat: 44.980306, Lng: -116.250000), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 315 (year 2039), Design Load: HS 20, Features Intersected: E.BR.GOOSE CR;NW.MEADOWS, Facility Carried by Structure: CEMENTARY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 26514, Location: 0.5 E. NEW MEADOWS (Lat: 44.971139, Lng: -116.270083), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: W.BR.GOOSE CREEK, Facility Carried by Structure: FARRELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.164, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 26514, Location: 0.5 E. NEW MEADOWS (Lat: 44.971139, Lng: -116.270083), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: W.BR.GOOSE CREEK, Facility Carried by Structure: FARRELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.164, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2662, Location: 1.0 E. 0.2 S. MEADOWS (Lat: 44.958722, Lng: -116.224306), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: PACKER JOHN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.288, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $360,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 2662, Location: 1.0 E. 0.2 S. MEADOWS (Lat: 44.958722, Lng: -116.224306), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: PACKER JOHN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.288, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $360,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 26622, Location: 2.0 S. 1.2 W. NEW MEADOW (Lat: 44.941222, Lng: -116.303361), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: LITTLE SALMON RIVER, Facility Carried by Structure: CARR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.577, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $26,000, Total Project Cost: $389,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 26622, Location: 2.0 S. 1.2 W. NEW MEADOW (Lat: 44.941222, Lng: -116.303361), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: LITTLE SALMON RIVER, Facility Carried by Structure: CARR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.577, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $26,000, Total Project Cost: $389,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel