Bridge Statistics for Culdesac, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 174ft / 53.1mTotal length
- $7,510,000Total costs
- 38,628Total average daily traffic
- 5,207Total average daily truck traffic
- 57,942Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Culdesac
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 51960-1969
- 31970-1979
- 61980-1989
- 21990-1999
- 82010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 11.1%Very good
- 48.1%Good
- 37.0%Satisfactory
- 3.7%Fair
- Bridge Condition - Superstructure
- 37.0%Very good
- 14.8%Good
- 37.0%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 25.9%Very good
- 40.7%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 22.2%Excellent
- 29.6%Very good
- 33.3%Good
- 14.8%Satisfactory
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Structure Number: 18416, Location: 3.0 S. CULDESAC (Lat: 46.347194, Lng: -116.617833), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.296, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 52.8 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: 37.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18416, Location: 3.0 S. CULDESAC (Lat: 46.347194, Lng: -116.617833), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.296, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 52.8 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: 37.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18421, Location: 2.6 S. CULDESAC (Lat: 46.351611, Lng: -116.621306), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.856, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 50.9 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18421, Location: 2.6 S. CULDESAC (Lat: 46.351611, Lng: -116.621306), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.856, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 50.9 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18426, Location: 2.4 S. CULDESAC (Lat: 46.353778, Lng: -116.623861), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 463.170, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 50.5 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18426, Location: 2.4 S. CULDESAC (Lat: 46.353778, Lng: -116.623861), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 463.170, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 50.5 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18431, Location: 2.1 S. CULDESAC (Lat: 46.356972, Lng: -116.628944), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 463.702, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18431, Location: 2.1 S. CULDESAC (Lat: 46.356972, Lng: -116.628944), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 463.702, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18436, Location: 1.8 S. CULDESAC (Lat: 46.360722, Lng: -116.633861), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 464.262, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 71.3 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18436, Location: 1.8 S. CULDESAC (Lat: 46.360722, Lng: -116.633861), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 464.262, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 71.3 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18441, Location: 1.0 S. CULDESAC (Lat: 46.367639, Lng: -116.645528), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.444, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 71.3 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18441, Location: 1.0 S. CULDESAC (Lat: 46.367639, Lng: -116.645528), Route carried "on" structure: US 95, Year Built: 2012, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.444, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 71.3 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20255, Location: 3.1 S. JACQUES SPUR (Lat: 46.328861, Lng: -116.714778), Route carried "on" structure: County highway , Year Built: 1947, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 240 (year 2039), Design Load: H 15, Features Intersected: MISSION CREEK, Facility Carried by Structure: MISSION CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.382, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $450,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20255, Location: 3.1 S. JACQUES SPUR (Lat: 46.328861, Lng: -116.714778), Route carried "on" structure: County highway , Year Built: 1947, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 240 (year 2039), Design Load: H 15, Features Intersected: MISSION CREEK, Facility Carried by Structure: MISSION CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.382, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $450,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20261, Location: 1.0 S. JACQUES SPUR (Lat: 46.357889, Lng: -116.719889), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 240 (year 2039), Design Load: HL 93, Features Intersected: MISSION CREEK, Facility Carried by Structure: MISSION CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.686, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20261, Location: 1.0 S. JACQUES SPUR (Lat: 46.357889, Lng: -116.719889), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 240 (year 2039), Design Load: HL 93, Features Intersected: MISSION CREEK, Facility Carried by Structure: MISSION CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.686, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2576, Location: 2.6 N. 4.3 E. EAGLE (Lat: 43.731917, Lng: -116.268722), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2039), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: BROKEN HORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.146, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2576, Location: 2.6 N. 4.3 E. EAGLE (Lat: 43.731917, Lng: -116.268722), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2039), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: BROKEN HORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.146, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2577, Location: IN BOISE;GEKELER LANE (Lat: 43.566528, Lng: -116.183472), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,700 (year 2039), Design Load: H 20, Features Intersected: NEW YORK CANAL, Facility Carried by Structure: GEKELER LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.608, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,201,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,802,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 2577, Location: IN BOISE;GEKELER LANE (Lat: 43.566528, Lng: -116.183472), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,700 (year 2039), Design Load: H 20, Features Intersected: NEW YORK CANAL, Facility Carried by Structure: GEKELER LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.608, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,201,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,802,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2593, Location: 2.0 S. 2.3 E. KUNA (Lat: 43.461667, Lng: -116.374389), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 525 (year 2039), Design Load: HS 20, Features Intersected: MORA CANAL, Facility Carried by Structure: LOCUST GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 9.2m (30.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2593, Location: 2.0 S. 2.3 E. KUNA (Lat: 43.461667, Lng: -116.374389), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 525 (year 2039), Design Load: HS 20, Features Intersected: MORA CANAL, Facility Carried by Structure: LOCUST GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 9.2m (30.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2595, Location: IN BOISE;GEKELER LANE (Lat: 43.570431, Lng: -116.183081), Route carried "on" structure: City street 9503, Year Built: 1979, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,800 (year 2019), Average Future Daily Traffic: 7,200 (year 2039), Design Load: HS 20, Features Intersected: RIDENBAUGH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.811, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft)
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: 34.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2595, Location: IN BOISE;GEKELER LANE (Lat: 43.570431, Lng: -116.183081), Route carried "on" structure: City street 9503, Year Built: 1979, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,800 (year 2019), Average Future Daily Traffic: 7,200 (year 2039), Design Load: HS 20, Features Intersected: RIDENBAUGH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.811, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft)
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: 34.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2596, Location: 1.0 N. 0.5 W. STAR (Lat: 43.706667, Lng: -116.501194), Route carried "on" structure: County highway 3760, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 990 (year 2019), Average Future Daily Traffic: 1,485 (year 2039), Design Load: H 15, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.307, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $412,000, Roadway Improvement Cost: $41,000, Total Project Cost: $618,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2596, Location: 1.0 N. 0.5 W. STAR (Lat: 43.706667, Lng: -116.501194), Route carried "on" structure: County highway 3760, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 990 (year 2019), Average Future Daily Traffic: 1,485 (year 2039), Design Load: H 15, Features Intersected: MIDDLETON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.307, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $412,000, Roadway Improvement Cost: $41,000, Total Project Cost: $618,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2599, Location: 2.1 N. 3.1 W. MERIDIAN (Lat: 43.642472, Lng: -116.453583), Route carried "on" structure: County highway 8683, Year Built: 1930, Year Reconstructed: 1967, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 7,500 (year 2039), Design Load: HS 20, Features Intersected: FIVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.634, 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: 8.5m (27.9ft), 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: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 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 desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $475,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2599, Location: 2.1 N. 3.1 W. MERIDIAN (Lat: 43.642472, Lng: -116.453583), Route carried "on" structure: County highway 8683, Year Built: 1930, Year Reconstructed: 1967, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 7,500 (year 2039), Design Load: HS 20, Features Intersected: FIVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.634, 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: 8.5m (27.9ft), 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: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 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 desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $475,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2716, Location: 0.7 N. 2.9 E. NOTUS (Lat: 43.735556, Lng: -116.739972), Route carried "on" structure: County highway 3735, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 510 (year 2039), Design Load: HS 15, Features Intersected: NOTUS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.092, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: 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, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $348,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2716, Location: 0.7 N. 2.9 E. NOTUS (Lat: 43.735556, Lng: -116.739972), Route carried "on" structure: County highway 3735, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 510 (year 2039), Design Load: HS 15, Features Intersected: NOTUS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.092, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: 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, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $348,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2719, Location: 9.1 N. 0.4 E. CALDWELL (Lat: 43.793361, Lng: -116.678000), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: 'C' LINE WEST CANAL, Facility Carried by Structure: HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.902, Lanes on structure: 2, Owner: Local 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: 8.8m (28.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2719, Location: 9.1 N. 0.4 E. CALDWELL (Lat: 43.793361, Lng: -116.678000), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: 'C' LINE WEST CANAL, Facility Carried by Structure: HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.902, Lanes on structure: 2, Owner: Local 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: 8.8m (28.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 272, Location: 0.6 S. 1.0 E. WILDER (Lat: 43.666639, Lng: -116.891889), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2039), Design Load: H 15, Features Intersected: GOLDEN GATE CANAL, Facility Carried by Structure: TRAVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.154, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $27,000, Total Project Cost: $410,000 ( Estimate for 2019), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 272, Location: 0.6 S. 1.0 E. WILDER (Lat: 43.666639, Lng: -116.891889), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2039), Design Load: H 15, Features Intersected: GOLDEN GATE CANAL, Facility Carried by Structure: TRAVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.154, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $27,000, Total Project Cost: $410,000 ( Estimate for 2019), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2752, Location: 2.2 N. 3.O E. MARSING (Lat: 43.577778, Lng: -116.752472), Route carried "on" structure: County highway , Year Built: 1981, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 300 (year 2019), Average Future Daily Traffic: 450 (year 2039), Design Load: HS 20, Features Intersected: DEER FLAT HIGHLINE CNL, Facility Carried by Structure: MALT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.317, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $423,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2752, Location: 2.2 N. 3.O E. MARSING (Lat: 43.577778, Lng: -116.752472), Route carried "on" structure: County highway , Year Built: 1981, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 300 (year 2019), Average Future Daily Traffic: 450 (year 2039), Design Load: HS 20, Features Intersected: DEER FLAT HIGHLINE CNL, Facility Carried by Structure: MALT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.317, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $423,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2778, Location: 2.0 N. 1.1 E. GRANDVIEW (Lat: 43.012111, Lng: -116.076417), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2039), Design Load: H 15, Features Intersected: MIDDLE LINE CANAL, Facility Carried by Structure: SHAW LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.640, Lanes on structure: 1, Owner: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $349,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2778, Location: 2.0 N. 1.1 E. GRANDVIEW (Lat: 43.012111, Lng: -116.076417), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2039), Design Load: H 15, Features Intersected: MIDDLE LINE CANAL, Facility Carried by Structure: SHAW LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.640, Lanes on structure: 1, Owner: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $349,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2779, Location: 0.7 N. 1.4 W. KING HILL (Lat: 43.012806, Lng: -115.234778), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2039), Design Load: H 15, Features Intersected: KING HILL CREEK, Facility Carried by Structure: MONTGOMERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.462, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
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: Meets minimum limits, 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $590,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2779, Location: 0.7 N. 1.4 W. KING HILL (Lat: 43.012806, Lng: -115.234778), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2039), Design Load: H 15, Features Intersected: KING HILL CREEK, Facility Carried by Structure: MONTGOMERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.462, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
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: Meets minimum limits, 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $590,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29855, Location: 0.3 S. 2.3 W. CULDESAC (Lat: 46.371417, Lng: -116.725306), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2039), Design Load: HS 20, Features Intersected: LAPWAI CR;JACQUES SPUR B, Facility Carried by Structure: LYLE GULCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.473, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 29855, Location: 0.3 S. 2.3 W. CULDESAC (Lat: 46.371417, Lng: -116.725306), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2039), Design Load: HS 20, Features Intersected: LAPWAI CR;JACQUES SPUR B, Facility Carried by Structure: LYLE GULCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.473, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2993, Location: 3.8 N. 0.8 E. CULDESAC (Lat: 46.429611, Lng: -116.659778), Route carried "on" structure: County highway 4751, Year Built: 1968, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 130 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 195 (year 2039), Design Load: H 20, Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $25,000, Total Project Cost: $380,000 ( Estimate for 2016), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2993, Location: 3.8 N. 0.8 E. CULDESAC (Lat: 46.429611, Lng: -116.659778), Route carried "on" structure: County highway 4751, Year Built: 1968, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 130 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 195 (year 2039), Design Load: H 20, Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $25,000, Total Project Cost: $380,000 ( Estimate for 2016), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2994, Location: 3.8 S. 1.6 W. CULDESAC (Lat: 46.316778, Lng: -116.711167), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2011, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2039), Design Load: HS 15, Features Intersected: MISSION CR;M.WITTMAN BR, Facility Carried by Structure: SLICKPOO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.583, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 2994, Location: 3.8 S. 1.6 W. CULDESAC (Lat: 46.316778, Lng: -116.711167), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2011, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2039), Design Load: HS 15, Features Intersected: MISSION CR;M.WITTMAN BR, Facility Carried by Structure: SLICKPOO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.583, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2998, Location: IN CULDESAC ECL (Lat: 46.373889, Lng: -116.665278), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 90 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2039), Design Load: HS 20, Features Intersected: LAPWAI CREEK, Facility Carried by Structure: PHINNEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.815, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2998, Location: IN CULDESAC ECL (Lat: 46.373889, Lng: -116.665278), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 90 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2039), Design Load: HS 20, Features Intersected: LAPWAI CREEK, Facility Carried by Structure: PHINNEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.815, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29986, Location: IN CULDESAC; WATSON ST. (Lat: 46.374361, Lng: -116.668444), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 560 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 840 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK, Facility Carried by Structure: WATSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.372, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29986, Location: IN CULDESAC; WATSON ST. (Lat: 46.374361, Lng: -116.668444), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 560 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 840 (year 2039), Design Load: HL 93, Features Intersected: LAPWAI CREEK, Facility Carried by Structure: WATSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.372, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29991, Location: IN CULDESAC;6TH ST. (Lat: 46.374194, Lng: -116.672444), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 588 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 882 (year 2039), Design Load: HS 20, Features Intersected: LAPWAI CREEK, Facility Carried by Structure: 6TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.006, Lanes on structure: 2, Owner: City or Municipal 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: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $729,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,093,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 29991, Location: IN CULDESAC;6TH ST. (Lat: 46.374194, Lng: -116.672444), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 588 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 882 (year 2039), Design Load: HS 20, Features Intersected: LAPWAI CREEK, Facility Carried by Structure: 6TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.006, Lanes on structure: 2, Owner: City or Municipal 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: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $729,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,093,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29995, Location: AT CULDESAC WCL;3RD ST. (Lat: 46.375361, Lng: -116.676444), Route carried "on" structure: City street 4751, Year Built: 1983, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 240 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 360 (year 2039), Design Load: H 20, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.095, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $38,000, Total Project Cost: $572,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 29995, Location: AT CULDESAC WCL;3RD ST. (Lat: 46.375361, Lng: -116.676444), Route carried "on" structure: City street 4751, Year Built: 1983, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 240 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 360 (year 2039), Design Load: H 20, Features Intersected: LAPWAI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.095, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $38,000, Total Project Cost: $572,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous