Bridge Statistics for Alpine, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 89ft / 27.3mTotal length
- $687,000Total costs
- 1,185Total average daily traffic
- 94Total average daily truck traffic
- 1,745Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Alpine
- No street view available for this location
- New bridges - historical statistics
- 51950-1959
- 31960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 12010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 53.3%Good
- 13.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 6.7%Very good
- 60.0%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 13.3%Very good
- 53.3%Good
- 20.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 33.3%Very good
- 46.7%Good
- 13.3%Satisfactory
- 6.7%Fair
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Structure Number: 60701000001002, Location: UP 2610 .2 MI FROM RD26 (Lat: 44.413633, Lng: -120.496053), Route carried "on" structure: Federal lands road 2610, Year Built: 1995, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 30 (year 1995), Average Future Daily Traffic: 45 (year 2042), Design Load: H 20, Features Intersected: MARKS CREEK
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: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.5 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Steel plate
Structure Number: 60701000001002, Location: UP 2610 .2 MI FROM RD26 (Lat: 44.413633, Lng: -120.496053), Route carried "on" structure: Federal lands road 2610, Year Built: 1995, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 30 (year 1995), Average Future Daily Traffic: 45 (year 2042), Design Load: H 20, Features Intersected: MARKS CREEK
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: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.5 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Steel plate
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Structure Number: 60701000001013, Location: 2.6MI UP 22 FROM 22,42 JC (Lat: 44.415617, Lng: -120.375394), Route carried "on" structure: Federal lands road 2200, Year Built: 1975, Year Reconstructed: 1995, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 125 (year 1993), Truck Traffic: 20%, Average Future Daily Traffic: 187 (year 2042), Design Load: H 20, Features Intersected: OCHOCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.160, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 9.0m (29.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 81.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60701000001013, Location: 2.6MI UP 22 FROM 22,42 JC (Lat: 44.415617, Lng: -120.375394), Route carried "on" structure: Federal lands road 2200, Year Built: 1975, Year Reconstructed: 1995, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 125 (year 1993), Truck Traffic: 20%, Average Future Daily Traffic: 187 (year 2042), Design Load: H 20, Features Intersected: OCHOCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.160, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 9.0m (29.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 81.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60701000001015, Location: .1MI UP RD22 FR 22,42 JCT (Lat: 44.396256, Lng: -120.417397), Route carried "on" structure: Federal lands road 2200, Year Built: 1975, Year Reconstructed: 1995, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 125 (year 1993), Truck Traffic: 20%, Average Future Daily Traffic: 187 (year 2042), Design Load: H 20, Features Intersected: OCHOCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 9.0m (29.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60701000001015, Location: .1MI UP RD22 FR 22,42 JCT (Lat: 44.396256, Lng: -120.417397), Route carried "on" structure: Federal lands road 2200, Year Built: 1975, Year Reconstructed: 1995, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 125 (year 1993), Truck Traffic: 20%, Average Future Daily Traffic: 187 (year 2042), Design Load: H 20, Features Intersected: OCHOCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 9.0m (29.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60701000001018, Location: 19.2MI SE OF 42,22 JCT (Lat: 44.336111, Lng: -120.137222), Route carried "on" structure: Federal lands road 4200, Year Built: 1952, Year Reconstructed: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 1991), Average Future Daily Traffic: 150 (year 2042), Design Load: H 20, Features Intersected: NORTH FORK CROOKED RIVER, Facility Carried by Structure: FOREST RD 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.720, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 30.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60701000001018, Location: 19.2MI SE OF 42,22 JCT (Lat: 44.336111, Lng: -120.137222), Route carried "on" structure: Federal lands road 4200, Year Built: 1952, Year Reconstructed: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 1991), Average Future Daily Traffic: 150 (year 2042), Design Load: H 20, Features Intersected: NORTH FORK CROOKED RIVER, Facility Carried by Structure: FOREST RD 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.720, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 30.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6070100000102, Location: 14.2MI FR 42,22 JCT ON 42 (Lat: 44.326944, Lng: -120.234167), Route carried "on" structure: Federal lands road 4200, Year Built: 1983, Year Reconstructed: 1995, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 80 (year 1991), Average Future Daily Traffic: 120 (year 2042), Design Load: HS 20, Features Intersected: NORTH FORK CROOKED RIVER, Facility Carried by Structure: FOREST RD 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.720, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 8.0m (26.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6070100000102, Location: 14.2MI FR 42,22 JCT ON 42 (Lat: 44.326944, Lng: -120.234167), Route carried "on" structure: Federal lands road 4200, Year Built: 1983, Year Reconstructed: 1995, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 80 (year 1991), Average Future Daily Traffic: 120 (year 2042), Design Load: HS 20, Features Intersected: NORTH FORK CROOKED RIVER, Facility Carried by Structure: FOREST RD 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.720, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 8.0m (26.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6070100000103, Location: .7 MI DN 2220 FR 22/2220 (Lat: 44.436856, Lng: -120.337231), Route carried "on" structure: Federal lands road 2220, Year Built: 1959, Year Reconstructed: 1995, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 40 (year 1995), Average Future Daily Traffic: 60 (year 2042), Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.120, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), 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-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6070100000103, Location: .7 MI DN 2220 FR 22/2220 (Lat: 44.436856, Lng: -120.337231), Route carried "on" structure: Federal lands road 2220, Year Built: 1959, Year Reconstructed: 1995, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 40 (year 1995), Average Future Daily Traffic: 60 (year 2042), Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.120, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), 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-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60701000001031, Location: .1MI UP 2610 FR 2610/23 J (Lat: 44.396667, Lng: -120.424444), Route carried "on" structure: Federal lands road 2610, Year Built: 1991, Year Reconstructed: 1995, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 60 (year 1995), Average Future Daily Traffic: 90 (year 2042), Design Load: HS 25 or greater, Features Intersected: OCHOCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.624, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60701000001031, Location: .1MI UP 2610 FR 2610/23 J (Lat: 44.396667, Lng: -120.424444), Route carried "on" structure: Federal lands road 2610, Year Built: 1991, Year Reconstructed: 1995, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 60 (year 1995), Average Future Daily Traffic: 90 (year 2042), Design Load: HS 25 or greater, Features Intersected: OCHOCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.624, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60702000001006, Location: 1.3 MI N OF 38,3820 JCT. (Lat: 44.366944, Lng: -119.768889), Route carried "on" structure: Federal lands road 3820, Year Built: 1984, Year Reconstructed: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2 (year 1995), Average Future Daily Traffic: 3 (year 2042), Design Load: HS 20, Features Intersected: LITTLE WINDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60702000001006, Location: 1.3 MI N OF 38,3820 JCT. (Lat: 44.366944, Lng: -119.768889), Route carried "on" structure: Federal lands road 3820, Year Built: 1984, Year Reconstructed: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2 (year 1995), Average Future Daily Traffic: 3 (year 2042), Design Load: HS 20, Features Intersected: LITTLE WINDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60702000001016, Location: .1MI E OF 42,4250 JCT (Lat: 44.326344, Lng: -120.047758), Route carried "on" structure: Federal lands road 4200, Year Built: 1952, Year Reconstructed: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 40 (year 1991), Average Future Daily Traffic: 60 (year 2042), Design Load: HS 20, Features Intersected: DEEP CREEK, Facility Carried by Structure: RD 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.296, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60702000001016, Location: .1MI E OF 42,4250 JCT (Lat: 44.326344, Lng: -120.047758), Route carried "on" structure: Federal lands road 4200, Year Built: 1952, Year Reconstructed: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 40 (year 1991), Average Future Daily Traffic: 60 (year 2042), Design Load: HS 20, Features Intersected: DEEP CREEK, Facility Carried by Structure: RD 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.296, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60703000001017, Location: RD17 .4 MI FROM HWY (Lat: 44.130331, Lng: -120.388878), Route carried "on" structure: Federal lands road 1700, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 25 (year 1993), Average Future Daily Traffic: 37 (year 2042), Design Load: H 20, Features Intersected: CROOKED RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.364, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 60703000001017, Location: RD17 .4 MI FROM HWY (Lat: 44.130331, Lng: -120.388878), Route carried "on" structure: Federal lands road 1700, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 25 (year 1993), Average Future Daily Traffic: 37 (year 2042), Design Load: H 20, Features Intersected: CROOKED RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.364, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 60703000001032, Location: .2MI UP 3300-300 FR 3300 (Lat: 44.440103, Lng: -120.578364), Route carried "on" structure: Federal lands road 3300, Year Built: 1958, Year Reconstructed: 1995, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30 (year 1995), Average Future Daily Traffic: 45 (year 2042), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), 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: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 60703000001032, Location: .2MI UP 3300-300 FR 3300 (Lat: 44.440103, Lng: -120.578364), Route carried "on" structure: Federal lands road 3300, Year Built: 1958, Year Reconstructed: 1995, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30 (year 1995), Average Future Daily Traffic: 45 (year 2042), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), 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: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 60703000001033, Location: .1MI S OF 33,3350 JCT (Lat: 44.424608, Lng: -120.604461), Route carried "on" structure: Federal lands road 3350, Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 10 (year 1995), Average Future Daily Traffic: 15 (year 2042), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.0m (16.4ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 60703000001033, Location: .1MI S OF 33,3350 JCT (Lat: 44.424608, Lng: -120.604461), Route carried "on" structure: Federal lands road 3350, Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 10 (year 1995), Average Future Daily Traffic: 15 (year 2042), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.0m (16.4ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 14118 000 0024, Location: 0010 MI E OF ALPINE RD (Lat: 44.315161, Lng: -123.404181), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 109 (year 2041), Features Intersected: HAMMER CREEK, Facility Carried by Structure: WILLIAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.2 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: 11.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14118 000 0024, Location: 0010 MI E OF ALPINE RD (Lat: 44.315161, Lng: -123.404181), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 109 (year 2041), Features Intersected: HAMMER CREEK, Facility Carried by Structure: WILLIAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.2 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: 11.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14135 000 0053, Location: 0043 MI N OF ALPINE RD (Lat: 44.333161, Lng: -123.331239), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 182 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 266 (year 2041), Features Intersected: MUDDY CREEK, Facility Carried by Structure: MC FARLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.481, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 16.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $687,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14135 000 0053, Location: 0043 MI N OF ALPINE RD (Lat: 44.333161, Lng: -123.331239), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 182 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 266 (year 2041), Features Intersected: MUDDY CREEK, Facility Carried by Structure: MC FARLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.481, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 16.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $687,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22614 000 0156, Location: 0032 MI S OF ALPINE (Lat: 44.324611, Lng: -123.361300), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 261 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 371 (year 2040), Design Load: HL 93, Features Intersected: HAMMER CREEK, Facility Carried by Structure: BELLFOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.106, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 55.4 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22614 000 0156, Location: 0032 MI S OF ALPINE (Lat: 44.324611, Lng: -123.361300), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 261 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 371 (year 2040), Design Load: HL 93, Features Intersected: HAMMER CREEK, Facility Carried by Structure: BELLFOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.106, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 55.4 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous