Bridge Statistics for Wilder, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 56ft / 17.5mTotal length
- $802,000Total costs
- 20,175Total average daily traffic
- 2,117Total average daily truck traffic
- 30,263Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Wilder
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 11960-1969
- 21970-1979
- 11980-1989
- 61990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.3%Very good
- 25.0%Good
- 62.5%Satisfactory
- 6.3%Fair
- Bridge Condition - Superstructure
- 6.3%Very good
- 18.8%Good
- 68.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 6.3%Very good
- 50.0%Good
- 31.3%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 6.3%Excellent
- 31.3%Very good
- 56.3%Good
- 6.3%Satisfactory
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Structure Number: 12175, Location: 0.7 SE WILDER SCL (Lat: 43.668778, Lng: -116.899417), Route carried "on" structure: State highway 19, Year Built: 1976, Year Reconstructed: 1992, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,900 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,350 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.611, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: IB0, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12175, Location: 0.7 SE WILDER SCL (Lat: 43.668778, Lng: -116.899417), Route carried "on" structure: State highway 19, Year Built: 1976, Year Reconstructed: 1992, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,900 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,350 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.611, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: IB0, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18055, Location: WILDER SCL (Lat: 43.671861, Lng: -116.912000), Route carried "on" structure: US 95, Year Built: 1956, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 6,600 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 9,900 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.201, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18055, Location: WILDER SCL (Lat: 43.671861, Lng: -116.912000), Route carried "on" structure: US 95, Year Built: 1956, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 6,600 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 9,900 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.201, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1806, Location: 4 N. WILDER (Lat: 43.730389, Lng: -116.915889), Route carried "on" structure: US 95, Year Built: 1964, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 5,250 (year 2039), Design Load: HS 20, Features Intersected: RIVERSIDE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.740, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1806, Location: 4 N. WILDER (Lat: 43.730389, Lng: -116.915889), Route carried "on" structure: US 95, Year Built: 1964, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 5,250 (year 2039), Design Load: HS 20, Features Intersected: RIVERSIDE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.740, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26731, Location: 3.8 N. WILDER (Lat: 43.730472, Lng: -116.911778), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 375 (year 2039), Design Load: HS 20, Features Intersected: RIVERSIDE CANAL, Facility Carried by Structure: RUDD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.945, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $7,000, Total Project Cost: $98,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26731, Location: 3.8 N. WILDER (Lat: 43.730472, Lng: -116.911778), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 375 (year 2039), Design Load: HS 20, Features Intersected: RIVERSIDE CANAL, Facility Carried by Structure: RUDD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.945, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $7,000, Total Project Cost: $98,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2678, Location: 0.5 N. 1.2 W. WILDER (Lat: 43.683250, Lng: -116.937278), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 30 (year 2039), Design Load: H 10, Features Intersected: GOLDEN GATE CANAL, Facility Carried by Structure: PENNY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.315, Lanes on structure: 2, Owner: Local 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: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $21,000, Total Project Cost: $320,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2678, Location: 0.5 N. 1.2 W. WILDER (Lat: 43.683250, Lng: -116.937278), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 30 (year 2039), Design Load: H 10, Features Intersected: GOLDEN GATE CANAL, Facility Carried by Structure: PENNY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.315, Lanes on structure: 2, Owner: Local 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: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $21,000, Total Project Cost: $320,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2689, Location: 2.8 N. 1.4 E. WILDER (Lat: 43.716211, Lng: -116.883439), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2039), Design Load: H 15, Features Intersected: RIVERSIDE CANAL, Facility Carried by Structure: BLUFF LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.960, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-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: 7.8m (25.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2689, Location: 2.8 N. 1.4 E. WILDER (Lat: 43.716211, Lng: -116.883439), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2039), Design Load: H 15, Features Intersected: RIVERSIDE CANAL, Facility Carried by Structure: BLUFF LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.960, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-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: 7.8m (25.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27051, Location: 2.4 S. 2.0 E. WILDER (Lat: 43.641528, Lng: -116.871750), Route carried "on" structure: County highway 3790, Year Built: 1998, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 220 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: LOW LINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.595, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27051, Location: 2.4 S. 2.0 E. WILDER (Lat: 43.641528, Lng: -116.871750), Route carried "on" structure: County highway 3790, Year Built: 1998, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 220 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: LOW LINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.595, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27111, Location: 0.2 S. 1.0 W. WILDER (Lat: 43.673531, Lng: -116.931931), Route carried "on" structure: County highway 3031, Year Built: 1991, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 32%, Average Future Daily Traffic: 375 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.023, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27111, Location: 0.2 S. 1.0 W. WILDER (Lat: 43.673531, Lng: -116.931931), Route carried "on" structure: County highway 3031, Year Built: 1991, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 32%, Average Future Daily Traffic: 375 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.023, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27136, Location: 2.6 N. 2.0 W. WILDER (Lat: 43.713778, Lng: -116.952000), Route carried "on" structure: County highway 3742, Year Built: 1993, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.724, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 89.8 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, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $68,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27136, Location: 2.6 N. 2.0 W. WILDER (Lat: 43.713778, Lng: -116.952000), Route carried "on" structure: County highway 3742, Year Built: 1993, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.724, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 89.8 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, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $68,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27151, Location: 4 N. 3 W. WILDER (Lat: 43.706972, Lng: -116.942111), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 375 (year 2039), Design Load: HS 25 or greater, Features Intersected: GOLDEN GATE CANAL, Facility Carried by Structure: RODEO LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.826, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27151, Location: 4 N. 3 W. WILDER (Lat: 43.706972, Lng: -116.942111), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 375 (year 2039), Design Load: HS 25 or greater, Features Intersected: GOLDEN GATE CANAL, Facility Carried by Structure: RODEO LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.826, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27165, Location: 1.5 N. 1.2 W. WILDER (Lat: 43.697917, Lng: -116.938250), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL, Facility Carried by Structure: FERN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.265, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27165, Location: 1.5 N. 1.2 W. WILDER (Lat: 43.697917, Lng: -116.938250), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL, Facility Carried by Structure: FERN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.265, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27216, Location: 0.6 S. 2.0 E. WILDER (Lat: 43.666500, Lng: -116.871750), Route carried "on" structure: County highway 3790, Year Built: 1992, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 220 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.380, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27216, Location: 0.6 S. 2.0 E. WILDER (Lat: 43.666500, Lng: -116.871750), Route carried "on" structure: County highway 3790, Year Built: 1992, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 220 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.380, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27231, Location: 2.5 S. 1.5 E. WILDER (Lat: 43.639667, Lng: -116.883583), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 38 (year 2039), Design Load: HS 20, Features Intersected: DEER FLAT CANAL, Facility Carried by Structure: BOEHNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.464, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27231, Location: 2.5 S. 1.5 E. WILDER (Lat: 43.639667, Lng: -116.883583), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 38 (year 2039), Design Load: HS 20, Features Intersected: DEER FLAT CANAL, Facility Carried by Structure: BOEHNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.464, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27256, Location: 0.2 S. 0.5 W. WILDER (Lat: 43.672139, Lng: -116.921972), Route carried "on" structure: County highway 3839, Year Built: 2000, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2019), Average Future Daily Traffic: 300 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.680, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27256, Location: 0.2 S. 0.5 W. WILDER (Lat: 43.672139, Lng: -116.921972), Route carried "on" structure: County highway 3839, Year Built: 2000, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2019), Average Future Daily Traffic: 300 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.680, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27391, Location: 3.8 N 1.1 E WILDER (Lat: 43.730694, Lng: -116.889111), Route carried "on" structure: County highway 3866, Year Built: 2010, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 790 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,185 (year 2039), Design Load: HL 93, Features Intersected: DIXIE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.062, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27391, Location: 3.8 N 1.1 E WILDER (Lat: 43.730694, Lng: -116.889111), Route carried "on" structure: County highway 3866, Year Built: 2010, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 790 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,185 (year 2039), Design Load: HL 93, Features Intersected: DIXIE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.062, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27425, Location: 1.1 W. WILDER (Lat: 43.675881, Lng: -116.934319), Route carried "on" structure: County highway 3798, Year Built: 1990, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 1,200 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.435, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27425, Location: 1.1 W. WILDER (Lat: 43.675881, Lng: -116.934319), Route carried "on" structure: County highway 3798, Year Built: 1990, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 1,200 (year 2039), Design Load: HS 20, Features Intersected: GOLDEN GATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.435, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous