Bridge Statistics for Notus, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 75ft / 23.1mTotal length
- $699,000Total costs
- 5,210Total average daily traffic
- 472Total average daily truck traffic
- 7,815Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Notus
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 31960-1969
- 41970-1979
- 21980-1989
- 21990-1999
- Bridge Condition - Deck
- 50.0%Good
- 41.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 8.3%Very good
- 8.3%Good
- 66.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 25.0%Good
- 66.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 83.3%Good
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Structure Number: 19706, Location: 0.2 S. NOTUS (Lat: 43.720722, Lng: -116.797917), Route carried "on" structure: County highway 3740, Year Built: 1996, Status: Open, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 2,600 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,900 (year 2039), Design Load: HS 20, Features Intersected: BOISE RIVER;NOTUS BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.027, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19706, Location: 0.2 S. NOTUS (Lat: 43.720722, Lng: -116.797917), Route carried "on" structure: County highway 3740, Year Built: 1996, Status: Open, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 2,600 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,900 (year 2039), Design Load: HS 20, Features Intersected: BOISE RIVER;NOTUS BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.027, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: August 2019, 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: 2682, Location: 0.8 S. 2.2 E. NOTUS (Lat: 43.713056, Lng: -116.752972), Route carried "on" structure: County highway 3874, Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 315 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.443, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2682, Location: 0.8 S. 2.2 E. NOTUS (Lat: 43.713056, Lng: -116.752972), Route carried "on" structure: County highway 3874, Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 315 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.443, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26935, Location: 1.2 N. NOTUS (Lat: 43.740028, Lng: -116.797667), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL, Facility Carried by Structure: NOTUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.664, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee 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: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26935, Location: 1.2 N. NOTUS (Lat: 43.740028, Lng: -116.797667), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL, Facility Carried by Structure: NOTUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.664, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee 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: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2702, Location: 1.9 N. 0.7 W. NOTUS (Lat: 43.751083, Lng: -116.812611), Route carried "on" structure: County highway 3868, Year Built: 1971, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 200 (year 2019), Average Future Daily Traffic: 300 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.343, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), 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: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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), Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $364,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2702, Location: 1.9 N. 0.7 W. NOTUS (Lat: 43.751083, Lng: -116.812611), Route carried "on" structure: County highway 3868, Year Built: 1971, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 200 (year 2019), Average Future Daily Traffic: 300 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.343, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), 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: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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), Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $364,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27055, Location: 1.8 S. 5.2 E. PARMA (Lat: 43.762444, Lng: -116.842528), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2039), Design Load: HS 15, Features Intersected: FARMERS COOP CANAL, Facility Carried by Structure: DIP LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.628, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27055, Location: 1.8 S. 5.2 E. PARMA (Lat: 43.762444, Lng: -116.842528), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2039), Design Load: HS 15, Features Intersected: FARMERS COOP CANAL, Facility Carried by Structure: DIP LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.628, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2709, Location: 1.7 N. 2.4 E. NOTUS (Lat: 43.749111, Lng: -116.752806), Route carried "on" structure: County highway 3780, Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 320 (year 2019), Truck Traffic: 41%, Average Future Daily Traffic: 480 (year 2039), Design Load: HS 15, Features Intersected: NOTUS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.729, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2709, Location: 1.7 N. 2.4 E. NOTUS (Lat: 43.749111, Lng: -116.752806), Route carried "on" structure: County highway 3780, Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 320 (year 2019), Truck Traffic: 41%, Average Future Daily Traffic: 480 (year 2039), Design Load: HS 15, Features Intersected: NOTUS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.729, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27115, Location: 1.2 N. 2.4 E. NOTUS (Lat: 43.741750, Lng: -116.753111), Route carried "on" structure: County highway 3874, Year Built: 1965, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 315 (year 2039), Design Load: HS 20, Features Intersected: NOTUS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.563, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $335,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27115, Location: 1.2 N. 2.4 E. NOTUS (Lat: 43.741750, Lng: -116.753111), Route carried "on" structure: County highway 3874, Year Built: 1965, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 315 (year 2039), Design Load: HS 20, Features Intersected: NOTUS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.563, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $335,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27125, Location: 0.7 N. 0.9 E. NOTUS (Lat: 43.734522, Lng: -116.781339), Route carried "on" structure: County highway 3735, Year Built: 1982, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 33%, Average Future Daily Traffic: 450 (year 2039), Design Load: HS 15, Features Intersected: SEBREE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.775, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27125, Location: 0.7 N. 0.9 E. NOTUS (Lat: 43.734522, Lng: -116.781339), Route carried "on" structure: County highway 3735, Year Built: 1982, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 33%, Average Future Daily Traffic: 450 (year 2039), Design Load: HS 15, Features Intersected: SEBREE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.775, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27285, Location: 0.2 N. 1.3 E. NOTUS (Lat: 43.727147, Lng: -116.772842), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 90 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL, Facility Carried by Structure: HOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.345, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27285, Location: 0.2 N. 1.3 E. NOTUS (Lat: 43.727147, Lng: -116.772842), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 90 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL, Facility Carried by Structure: HOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.345, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27371, Location: 2.7 N. 2.8 W. NOTUS (Lat: 43.761861, Lng: -116.852500), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2039), Design Load: HS 20, Features Intersected: SEBREE CANAL, Facility Carried by Structure: FOUNTAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.586, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27371, Location: 2.7 N. 2.8 W. NOTUS (Lat: 43.761861, Lng: -116.852500), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2039), Design Load: HS 20, Features Intersected: SEBREE CANAL, Facility Carried by Structure: FOUNTAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.586, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2745, Location: 2.3 N. 1.5 W. NOTUS (Lat: 43.756222, Lng: -116.823722), Route carried "on" structure: County highway 3875, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 315 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.031, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2745, Location: 2.3 N. 1.5 W. NOTUS (Lat: 43.756222, Lng: -116.823722), Route carried "on" structure: County highway 3875, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 315 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.031, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27515, Location: 1.0 N. 0.3 E. NOTUS (Lat: 43.738111, Lng: -116.792750), Route carried "on" structure: County highway 3869, Year Built: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 570 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 855 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.640, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27515, Location: 1.0 N. 0.3 E. NOTUS (Lat: 43.738111, Lng: -116.792750), Route carried "on" structure: County highway 3869, Year Built: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 570 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 855 (year 2039), Design Load: HS 20, Features Intersected: FARMERS COOP SEBREE CNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.640, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous