Bridge Statistics for Yaak, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 112ft / 34.3mTotal length
- $263,000Total costs
- 1,345Total average daily traffic
- 10Total average daily truck traffic
- 1,591Total future (year 1998) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Yaak
- No street view available for this location
- New bridges - historical statistics
- 51950-1959
- 31960-1969
- 11970-1979
- 41980-1989
- 11990-1999
- Bridge Condition - Deck
- 7.1%Very good
- 64.3%Good
- 21.4%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 21.4%Very good
- 64.3%Good
- 14.3%Satisfactory
- Bridge Condition - Substructure
- 7.1%Very good
- 57.1%Good
- 7.1%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 7.1%Excellent
- 35.7%Very good
- 14.3%Good
- 42.9%Satisfactory
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Structure Number: 11404000000005, Location: JCT 68/92, TOWN OF YAAK. (Lat: 48.831369, Lng: -115.706675), Route carried "on" structure: Federal lands road 68, Year Built: 1951, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 99 (year 1993), Average Future Daily Traffic: 99 (year 1998), Design Load: HS 20, Features Intersected: YAAK RIVER, Facility Carried by Structure: S.FK.YAAK/PIPE CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.440, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Fair, Channel: Excellent, Operating Rating: 70.0 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: 54.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $20,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11404000000005, Location: JCT 68/92, TOWN OF YAAK. (Lat: 48.831369, Lng: -115.706675), Route carried "on" structure: Federal lands road 68, Year Built: 1951, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 99 (year 1993), Average Future Daily Traffic: 99 (year 1998), Design Load: HS 20, Features Intersected: YAAK RIVER, Facility Carried by Structure: S.FK.YAAK/PIPE CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.440, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Fair, Channel: Excellent, Operating Rating: 70.0 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: 54.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $20,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11404000000021, Location: JUST PAST JCT WITH 746 (Lat: 48.788708, Lng: -115.666211), Route carried "on" structure: Federal lands road 68, Year Built: 1953, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 99 (year 1994), Average Future Daily Traffic: 99 (year 1998), Design Load: H 10, Features Intersected: SOUTH FORK YAAK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.360, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $80,000, Total Project Cost: $80,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11404000000021, Location: JUST PAST JCT WITH 746 (Lat: 48.788708, Lng: -115.666211), Route carried "on" structure: Federal lands road 68, Year Built: 1953, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 99 (year 1994), Average Future Daily Traffic: 99 (year 1998), Design Load: H 10, Features Intersected: SOUTH FORK YAAK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.360, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $80,000, Total Project Cost: $80,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1140400000004, Location: JUST BEFORE JCT WITH 276 (Lat: 48.930267, Lng: -115.669883), Route carried "on" structure: Federal lands road 92, Year Built: 1976, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 99 (year 1994), Average Future Daily Traffic: 148 (year 2042), Design Load: HS 20, Features Intersected: WEST FORK YAAK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.385, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.2 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: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1140400000004, Location: JUST BEFORE JCT WITH 276 (Lat: 48.930267, Lng: -115.669883), Route carried "on" structure: Federal lands road 92, Year Built: 1976, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 99 (year 1994), Average Future Daily Traffic: 148 (year 2042), Design Load: HS 20, Features Intersected: WEST FORK YAAK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.385, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.2 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: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11404000000041, Location: JUST BEFORE JCT 5828/8025 (Lat: 48.957242, Lng: -115.617494), Route carried "on" structure: Federal lands road 92, Year Built: 1986, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 99 (year 1995), Average Future Daily Traffic: 148 (year 2042), Design Load: HS 20, Features Intersected: NORTH FORK YAAK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.160, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 8.6m (28.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11404000000041, Location: JUST BEFORE JCT 5828/8025 (Lat: 48.957242, Lng: -115.617494), Route carried "on" structure: Federal lands road 92, Year Built: 1986, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 99 (year 1995), Average Future Daily Traffic: 148 (year 2042), Design Load: HS 20, Features Intersected: NORTH FORK YAAK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.160, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 8.6m (28.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11404000000064, Location: .1 MILE FROM JCT W/276 (Lat: 48.931883, Lng: -115.725003), Route carried "on" structure: Federal lands road 5857, Year Built: 1961, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 30 (year 1994), Average Future Daily Traffic: 45 (year 2042), Design Load: HS 20, Features Intersected: W FK YAAK R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.1m (13.5ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $7,000, Total Project Cost: $7,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11404000000064, Location: .1 MILE FROM JCT W/276 (Lat: 48.931883, Lng: -115.725003), Route carried "on" structure: Federal lands road 5857, Year Built: 1961, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 30 (year 1994), Average Future Daily Traffic: 45 (year 2042), Design Load: HS 20, Features Intersected: W FK YAAK R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.1m (13.5ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $7,000, Total Project Cost: $7,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 11404000000102, Location: 0.1 MILE FROM JCT WITH 92 (Lat: 48.948772, Lng: -115.533119), Route carried "on" structure: Federal lands road 6035, Year Built: 1958, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 40 (year 1994), Average Future Daily Traffic: 60 (year 2042), Design Load: HS 20, Features Intersected: E F YAAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 19.1 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: 14.9 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11404000000102, Location: 0.1 MILE FROM JCT WITH 92 (Lat: 48.948772, Lng: -115.533119), Route carried "on" structure: Federal lands road 6035, Year Built: 1958, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 40 (year 1994), Average Future Daily Traffic: 60 (year 2042), Design Load: HS 20, Features Intersected: E F YAAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 19.1 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: 14.9 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 11404000000108, Location: JCT 593/508 (Lat: 48.811211, Lng: -115.874644), Route carried "on" structure: Federal lands road 593, Year Built: 1961, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 50 (year 1994), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20+Mod, Features Intersected: YAAK R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.760, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $20,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11404000000108, Location: JCT 593/508 (Lat: 48.811211, Lng: -115.874644), Route carried "on" structure: Federal lands road 593, Year Built: 1961, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 50 (year 1994), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20+Mod, Features Intersected: YAAK R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.760, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $20,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11404000000154, Location: VINAL CREEK (Lat: 48.852822, Lng: -115.651717), Route carried "on" structure: Federal lands road 746, Year Built: 1980, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 50 (year 1995), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: VINAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.600, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.9m (19.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Other
Structure Number: 11404000000154, Location: VINAL CREEK (Lat: 48.852822, Lng: -115.651717), Route carried "on" structure: Federal lands road 746, Year Built: 1980, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 50 (year 1995), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: VINAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.600, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.9m (19.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Other
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Structure Number: 11404000000155, Location: 0.1 MI FROM JCT WITH 92 (Lat: 48.946797, Lng: -115.574039), Route carried "on" structure: Federal lands road 746, Year Built: 1968, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 50 (year 1994), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 25 or greater, Features Intersected: E FK YAAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.600, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.1m (13.5ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.1 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: 33.4 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $6,000, Total Project Cost: $6,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11404000000155, Location: 0.1 MI FROM JCT WITH 92 (Lat: 48.946797, Lng: -115.574039), Route carried "on" structure: Federal lands road 746, Year Built: 1968, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 50 (year 1994), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 25 or greater, Features Intersected: E FK YAAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.600, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.1m (13.5ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.1 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: 33.4 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $6,000, Total Project Cost: $6,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 11404000000164, Location: JCT 472 & 68 (Lat: 48.760900, Lng: -115.655219), Route carried "on" structure: Federal lands road 472, Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 1995), Average Future Daily Traffic: 37 (year 2042), Design Load: HS 20, Features Intersected: SOUTH FORK YAAK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.120, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.3 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: 19.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11404000000164, Location: JCT 472 & 68 (Lat: 48.760900, Lng: -115.655219), Route carried "on" structure: Federal lands road 472, Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 1995), Average Future Daily Traffic: 37 (year 2042), Design Load: HS 20, Features Intersected: SOUTH FORK YAAK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.120, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.3 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: 19.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: L27417000+03001, Location: 6M N YAAK (Lat: 48.907919, Lng: -115.660714), Route carried "on" structure: County highway 27417, Year Built: 1995, Status: Posted for load, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HL 93, Features Intersected: YAAK RIVER 152, Facility Carried by Structure: UPPER FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.538, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L27417000+03001, Location: 6M N YAAK (Lat: 48.907919, Lng: -115.660714), Route carried "on" structure: County highway 27417, Year Built: 1995, Status: Posted for load, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HL 93, Features Intersected: YAAK RIVER 152, Facility Carried by Structure: UPPER FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.538, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L27417004+03001, Location: 13M NE YAAK (Lat: 48.951039, Lng: -115.613933), Route carried "on" structure: County highway 27417, Year Built: 1953, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: E FORK YAAK RIVER 151, Facility Carried by Structure: UPPER FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.054, Lanes on structure: 1, 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: 10.4m (34.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, 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, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L27417004+03001, Location: 13M NE YAAK (Lat: 48.951039, Lng: -115.613933), Route carried "on" structure: County highway 27417, Year Built: 1953, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: E FORK YAAK RIVER 151, Facility Carried by Structure: UPPER FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.054, Lanes on structure: 1, 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: 10.4m (34.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, 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, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S00508023+07001, Location: 7M W YAAK (Lat: 48.822978, Lng: -115.851142), Route carried "on" structure: State highway 508, Year Built: 1989, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 265 (year 2040), Design Load: HS 20, Features Intersected: SPREAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S00508023+07001, Location: 7M W YAAK (Lat: 48.822978, Lng: -115.851142), Route carried "on" structure: State highway 508, Year Built: 1989, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 265 (year 2040), Design Load: HS 20, Features Intersected: SPREAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S00508028+02001, Location: 2M W YAAK (Lat: 48.831347, Lng: -115.766481), Route carried "on" structure: State highway 508, Year Built: 1989, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 265 (year 2040), Design Load: HS 20, Features Intersected: PETE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: S00508028+02001, Location: 2M W YAAK (Lat: 48.831347, Lng: -115.766481), Route carried "on" structure: State highway 508, Year Built: 1989, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 265 (year 2040), Design Load: HS 20, Features Intersected: PETE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing