Bridge Statistics for Star, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 236ft / 72.0mTotal length
- $1,084,000Total costs
- 60,640Total average daily traffic
- 3,447Total average daily truck traffic
- 90,960Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Star
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 31960-1969
- 11970-1979
- 31980-1989
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Very good
- 44.4%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 44.4%Good
- 33.3%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 20.0%Excellent
- 40.0%Very good
- 30.0%Good
- 10.0%Satisfactory
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Structure Number: 12255, Location: 9.6 E. CALDWELL (Lat: 43.663083, Lng: -116.496444), Route carried "on" structure: US 20, Year Built: 1956, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 17,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 25,500 (year 2039), Design Load: HS 20, Features Intersected: PHYLLIS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.297, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 29.8m (97.8ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $52,000, Total Project Cost: $772,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12255, Location: 9.6 E. CALDWELL (Lat: 43.663083, Lng: -116.496444), Route carried "on" structure: US 20, Year Built: 1956, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 17,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 25,500 (year 2039), Design Load: HS 20, Features Intersected: PHYLLIS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.297, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 29.8m (97.8ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $52,000, Total Project Cost: $772,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19745, Location: 1.8 S. STAR (Lat: 43.666481, Lng: -116.493361), Route carried "on" structure: County highway 3770, Year Built: 1967, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 10,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2039), Design Load: HS 20, Features Intersected: PHYLLIS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.116, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19745, Location: 1.8 S. STAR (Lat: 43.666481, Lng: -116.493361), Route carried "on" structure: County highway 3770, Year Built: 1967, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 10,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2039), Design Load: HS 20, Features Intersected: PHYLLIS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.116, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1975, Location: 0.8 S. STAR (Lat: 43.679861, Lng: -116.493194), Route carried "on" structure: County highway 3770, Year Built: 1982, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 10,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2039), Design Load: HS 20, Features Intersected: BOISE RIVER(STAR BRIDGE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.604, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1975, Location: 0.8 S. STAR (Lat: 43.679861, Lng: -116.493194), Route carried "on" structure: County highway 3770, Year Built: 1982, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 10,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2039), Design Load: HS 20, Features Intersected: BOISE RIVER(STAR BRIDGE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.604, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25795, Location: 0.3 N. 1.0 E. STAR (Lat: 43.696639, Lng: -116.473306), Route carried "on" structure: County highway 3761, Year Built: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 2,850 (year 2039), Design Load: HS 20, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 187.751, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25795, Location: 0.3 N. 1.0 E. STAR (Lat: 43.696639, Lng: -116.473306), Route carried "on" structure: County highway 3761, Year Built: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 2,850 (year 2039), Design Load: HS 20, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 187.751, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2592, Location: 1.0 N. 0.2 E. STAR (Lat: 43.706550, Lng: -116.490239), Route carried "on" structure: County highway 3760, Year Built: 1988, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,300 (year 2019), Average Future Daily Traffic: 4,950 (year 2039), Design Load: H 20, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.134, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2592, Location: 1.0 N. 0.2 E. STAR (Lat: 43.706550, Lng: -116.490239), Route carried "on" structure: County highway 3760, Year Built: 1988, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,300 (year 2019), Average Future Daily Traffic: 4,950 (year 2039), Design Load: H 20, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.134, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25946, Location: 1.0 N. STAR (Lat: 43.706569, Lng: -116.493339), Route carried "on" structure: County highway 3760, Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 990 (year 2019), Average Future Daily Traffic: 1,485 (year 2039), Design Load: HS 25 or greater, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.925, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25946, Location: 1.0 N. STAR (Lat: 43.706569, Lng: -116.493339), Route carried "on" structure: County highway 3760, Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 990 (year 2019), Average Future Daily Traffic: 1,485 (year 2039), Design Load: HS 25 or greater, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.925, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2598, Location: 1.1 N. 0.6 W. STAR (Lat: 43.707389, Lng: -116.503278), Route carried "on" structure: County highway 3767, Year Built: 1965, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 990 (year 2019), Average Future Daily Traffic: 1,485 (year 2039), Design Load: HS 20, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.071, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2598, Location: 1.1 N. 0.6 W. STAR (Lat: 43.707389, Lng: -116.503278), Route carried "on" structure: County highway 3767, Year Built: 1965, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 990 (year 2019), Average Future Daily Traffic: 1,485 (year 2039), Design Load: HS 20, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.071, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26315, Location: 0.6 N. 1.3 E. STAR (Lat: 43.700056, Lng: -116.468292), Route carried "on" structure: County highway 3024, Year Built: 1967, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 360 (year 2019), Average Future Daily Traffic: 540 (year 2039), Design Load: H 10, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.934, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $312,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 26315, Location: 0.6 N. 1.3 E. STAR (Lat: 43.700056, Lng: -116.468292), Route carried "on" structure: County highway 3024, Year Built: 1967, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 360 (year 2019), Average Future Daily Traffic: 540 (year 2039), Design Load: H 10, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.934, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $312,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 26365, Location: 1.0 N. 0.6 E. STAR (Lat: 43.706508, Lng: -116.481931), Route carried "on" structure: County highway 3760, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,100 (year 2019), Average Future Daily Traffic: 1,650 (year 2039), Design Load: HS 20, Features Intersected: DRY CREEK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26365, Location: 1.0 N. 0.6 E. STAR (Lat: 43.706508, Lng: -116.481931), Route carried "on" structure: County highway 3760, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,100 (year 2019), Average Future Daily Traffic: 1,650 (year 2039), Design Load: HS 20, Features Intersected: DRY CREEK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34015, Location: 1.3 E. STAR SCL (Lat: 43.680350, Lng: -116.462642), Route carried "on" structure: State highway 16, Year Built: 2014, Status: Open, Structure Length: 52.61m (172.60ft), Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 22,500 (year 2039), Design Load: HL 93, Features Intersected: BOISE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.642, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34015, Location: 1.3 E. STAR SCL (Lat: 43.680350, Lng: -116.462642), Route carried "on" structure: State highway 16, Year Built: 2014, Status: Open, Structure Length: 52.61m (172.60ft), Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 22,500 (year 2039), Design Load: HL 93, Features Intersected: BOISE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.642, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing