Bridge Statistics for Winterhaven, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 322ft / 98.4mTotal length
- $416,000Total costs
- 34,474Total average daily traffic
- 3,474Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Winterhaven
- No street view available for this location
- New bridges - historical statistics
- 71930-1939
- 11940-1949
- 41960-1969
- 81970-1979
- 41980-1989
- 12000-2009
- Bridge Condition - Deck
- 43.5%Good
- 17.4%Satisfactory
- 30.4%Fair
- 4.3%Poor
- 4.3%Serious
- Bridge Condition - Superstructure
- 52.2%Good
- 26.1%Satisfactory
- 17.4%Fair
- 4.3%Poor
- Bridge Condition - Substructure
- 69.6%Good
- 21.7%Satisfactory
- 8.7%Fair
- Bridge Condition - Channel
- 78.3%Very good
- 17.4%Good
- 4.3%Satisfactory
Find on map >> Show street view
Structure Number: 304-0003, Location: 15 mi NW of Yuma, AZ (Lat: 32.874064, Lng: -114.469767), Route carried "on" structure: State highway 24, Year Built: 1975, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 200 (year 2017), Average Future Daily Traffic: 500 (year 2039), Design Load: HS 20, Features Intersected: CA Sluiceway channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 14.6m (47.9ft), 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: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: December 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0003, Location: 15 mi NW of Yuma, AZ (Lat: 32.874064, Lng: -114.469767), Route carried "on" structure: State highway 24, Year Built: 1975, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 200 (year 2017), Average Future Daily Traffic: 500 (year 2039), Design Load: HS 20, Features Intersected: CA Sluiceway channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 14.6m (47.9ft), 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: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: December 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0052, Location: 11 miles NE of Yuma (Lat: 32.833531, Lng: -114.543811), Route carried "on" structure: ServiceOther road , Year Built: 1935, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 100 (year 2035), Design Load: H 10, Features Intersected: All-American Canal, Facility Carried by Structure: O&M Canal Roads
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0052, Location: 11 miles NE of Yuma (Lat: 32.833531, Lng: -114.543811), Route carried "on" structure: ServiceOther road , Year Built: 1935, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 100 (year 2035), Design Load: H 10, Features Intersected: All-American Canal, Facility Carried by Structure: O&M Canal Roads
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0053, Location: 6 miles (9.65 KM) NW of Y (Lat: 32.833219, Lng: -114.543861), Route carried "on" structure: ServiceOther road , Year Built: 1935, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 80 (year 2012), Truck Traffic: 50%, Average Future Daily Traffic: 200 (year 2035), Design Load: H 15, Features Intersected: Mission Wash Overchute, Facility Carried by Structure: O&M Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0053, Location: 6 miles (9.65 KM) NW of Y (Lat: 32.833219, Lng: -114.543861), Route carried "on" structure: ServiceOther road , Year Built: 1935, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 80 (year 2012), Truck Traffic: 50%, Average Future Daily Traffic: 200 (year 2035), Design Load: H 15, Features Intersected: Mission Wash Overchute, Facility Carried by Structure: O&M Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0054, Location: 13.4 miles NE of Yuma (Lat: 32.859700, Lng: -114.493500), Route carried "on" structure: ServiceOther road , Year Built: 1960, Status: Open, Structure Length: 5.75m (18.86ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 100 (year 2035), Design Load: H 15, Features Intersected: All-American Canal, Facility Carried by Structure: O&M Service Roads
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0054, Location: 13.4 miles NE of Yuma (Lat: 32.859700, Lng: -114.493500), Route carried "on" structure: ServiceOther road , Year Built: 1960, Status: Open, Structure Length: 5.75m (18.86ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 100 (year 2035), Design Load: H 15, Features Intersected: All-American Canal, Facility Carried by Structure: O&M Service Roads
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0055, Location: 8.3 miles north of Yuma (Lat: 32.810000, Lng: -114.592469), Route carried "on" structure: ServiceOther road , Year Built: 1960, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 100 (year 2035), Design Load: H 10, Features Intersected: All-American Canal, Facility Carried by Structure: O&M Service Roads
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0055, Location: 8.3 miles north of Yuma (Lat: 32.810000, Lng: -114.592469), Route carried "on" structure: ServiceOther road , Year Built: 1960, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 100 (year 2035), Design Load: H 10, Features Intersected: All-American Canal, Facility Carried by Structure: O&M Service Roads
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0056, Location: 8.5 miles NE of Yuma (Lat: 32.809531, Lng: -114.592611), Route carried "on" structure: ServiceOther road , Year Built: 1935, Status: Posted for load, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 100 (year 2035), Design Load: H 15, Features Intersected: Un Named Wash Overchute, Facility Carried by Structure: O&M Servicel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0056, Location: 8.5 miles NE of Yuma (Lat: 32.809531, Lng: -114.592611), Route carried "on" structure: ServiceOther road , Year Built: 1935, Status: Posted for load, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 100 (year 2035), Design Load: H 15, Features Intersected: Un Named Wash Overchute, Facility Carried by Structure: O&M Servicel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0063, Location: 35 mi E of El Centro, CA (Lat: 32.762308, Lng: -114.969817), Route carried "on" structure: ServiceOther road , Year Built: 1977, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 40 (year 2037), Design Load: H 20, Features Intersected: Coachella Canal, Facility Carried by Structure: Canal Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Other
Structure Number: 304-0063, Location: 35 mi E of El Centro, CA (Lat: 32.762308, Lng: -114.969817), Route carried "on" structure: ServiceOther road , Year Built: 1977, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 40 (year 2037), Design Load: H 20, Features Intersected: Coachella Canal, Facility Carried by Structure: Canal Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Other
Find on map >> Show street view
Structure Number: 304-0064, Location: 22 mi NW of Yuma AZ (Lat: 32.798486, Lng: -115.013450), Route carried "on" structure: ServiceOther road , Year Built: 1981, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2009), Average Future Daily Traffic: 40 (year 2032), Design Load: H 20, Features Intersected: Coachella Canal, Facility Carried by Structure: Canal Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.5 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: Febuary 2019, Bridge Improvement Cost: $2,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0064, Location: 22 mi NW of Yuma AZ (Lat: 32.798486, Lng: -115.013450), Route carried "on" structure: ServiceOther road , Year Built: 1981, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2009), Average Future Daily Traffic: 40 (year 2032), Design Load: H 20, Features Intersected: Coachella Canal, Facility Carried by Structure: Canal Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.5 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: Febuary 2019, Bridge Improvement Cost: $2,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0075, Location: 6 mi north of Yuma, AZ (Lat: 32.773056, Lng: -114.643333), Route carried "on" structure: ServiceOther road , Year Built: 1936, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 150 (year 2032), Design Load: H 15, Features Intersected: 807 Wash Overchute, Facility Carried by Structure: Canal Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0075, Location: 6 mi north of Yuma, AZ (Lat: 32.773056, Lng: -114.643333), Route carried "on" structure: ServiceOther road , Year Built: 1936, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 150 (year 2032), Design Load: H 15, Features Intersected: 807 Wash Overchute, Facility Carried by Structure: Canal Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0076, Location: 6 mi north of Yuma, AZ (Lat: 32.779444, Lng: -114.635000), Route carried "on" structure: ServiceOther road , Year Built: 1986, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 150 (year 2032), Design Load: HS 20+Mod, Features Intersected: Powerplant Inlet Channel, Facility Carried by Structure: O&M Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0076, Location: 6 mi north of Yuma, AZ (Lat: 32.779444, Lng: -114.635000), Route carried "on" structure: ServiceOther road , Year Built: 1986, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 150 (year 2032), Design Load: HS 20+Mod, Features Intersected: Powerplant Inlet Channel, Facility Carried by Structure: O&M Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0077, Location: 7 m north of Yuma AZ (Lat: 32.786111, Lng: -114.626667), Route carried "on" structure: ServiceOther road , Year Built: 1935, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 150 (year 2032), Design Load: H 15, Features Intersected: Bee Wash Overchute, Facility Carried by Structure: O&M Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0077, Location: 7 m north of Yuma AZ (Lat: 32.786111, Lng: -114.626667), Route carried "on" structure: ServiceOther road , Year Built: 1935, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 150 (year 2032), Design Load: H 15, Features Intersected: Bee Wash Overchute, Facility Carried by Structure: O&M Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-008, Location: 7 mi north of Yuma, AZ (Lat: 32.797500, Lng: -114.613333), Route carried "on" structure: ServiceOther road , Year Built: 1970, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 150 (year 2032), Design Load: H 15, Features Intersected: Picacho Wash Overchute, Facility Carried by Structure: Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-008, Location: 7 mi north of Yuma, AZ (Lat: 32.797500, Lng: -114.613333), Route carried "on" structure: ServiceOther road , Year Built: 1970, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 150 (year 2032), Design Load: H 15, Features Intersected: Picacho Wash Overchute, Facility Carried by Structure: Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0081, Location: 22 mi W of Yuma, Az (Lat: 32.709722, Lng: -114.972639), Route carried "on" structure: ServiceOther road , Year Built: 2009, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 50 (year 2034), Design Load: HS 20, Features Intersected: Reservoir Feeder Canal, Facility Carried by Structure: County Farm Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 86.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0081, Location: 22 mi W of Yuma, Az (Lat: 32.709722, Lng: -114.972639), Route carried "on" structure: ServiceOther road , Year Built: 2009, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 50 (year 2034), Design Load: HS 20, Features Intersected: Reservoir Feeder Canal, Facility Carried by Structure: County Farm Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 86.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0082, Location: 50 feet upstream Drop 1 (Lat: 32.712778, Lng: -114.943111), Route carried "on" structure: ServiceOther road , Year Built: 1940, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 100 (year 2032), Design Load: HS 15, Features Intersected: Coachella Canal Turnout, Facility Carried by Structure: Recreation Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 304-0082, Location: 50 feet upstream Drop 1 (Lat: 32.712778, Lng: -114.943111), Route carried "on" structure: ServiceOther road , Year Built: 1940, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 100 (year 2032), Design Load: HS 15, Features Intersected: Coachella Canal Turnout, Facility Carried by Structure: Recreation Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Find on map >> Show street view
Structure Number: 304-0094, Location: 7m north of Yuma, AZ (Lat: 32.797222, Lng: -114.613056), Route carried "on" structure: ServiceFederal lands road , Year Built: 1936, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 150 (year 2032), Design Load: H 15, Features Intersected: All American Canal, Facility Carried by Structure: Picacho Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0094, Location: 7m north of Yuma, AZ (Lat: 32.797222, Lng: -114.613056), Route carried "on" structure: ServiceFederal lands road , Year Built: 1936, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 150 (year 2032), Design Load: H 15, Features Intersected: All American Canal, Facility Carried by Structure: Picacho Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-01, Location: Within City of Calexico (Lat: 32.686111, Lng: -115.516111), Route carried "on" structure: Alternate City street , Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 1,800 (year 2014), Average Future Daily Traffic: 2,500 (year 2035), Design Load: HS 20, Features Intersected: All-American Canal, Facility Carried by Structure: Kloke Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-01, Location: Within City of Calexico (Lat: 32.686111, Lng: -115.516111), Route carried "on" structure: Alternate City street , Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 1,800 (year 2014), Average Future Daily Traffic: 2,500 (year 2035), Design Load: HS 20, Features Intersected: All-American Canal, Facility Carried by Structure: Kloke Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 304-0103, Location: 13 miles NE of Yuma (Lat: 32.859444, Lng: -114.493056), Route carried "on" structure: ServiceFederal lands road , Year Built: 1935, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 100 (year 2033), Design Load: H 15, Features Intersected: 120 Wash overchute, Facility Carried by Structure: Left O&M Canal Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 304-0103, Location: 13 miles NE of Yuma (Lat: 32.859444, Lng: -114.493056), Route carried "on" structure: ServiceFederal lands road , Year Built: 1935, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 100 (year 2033), Design Load: H 15, Features Intersected: 120 Wash overchute, Facility Carried by Structure: Left O&M Canal Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 58 0309, Location: 11-IMP-008-R94.98 (Lat: 32.737194, Lng: -114.650603), Route carried "on" structure: County highway W988, Year Built: 1973, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 6,404 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 15,767 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 8, Facility Carried by Structure: WINTERHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 57.7 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: 40.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58 0309, Location: 11-IMP-008-R94.98 (Lat: 32.737194, Lng: -114.650603), Route carried "on" structure: County highway W988, Year Built: 1973, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 6,404 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 15,767 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 8, Facility Carried by Structure: WINTERHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 57.7 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: 40.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 58C0084, Location: 0.85 MI E/O PICACHO RD (Lat: 32.781769, Lng: -114.601875), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 2017, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,650 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,930 (year 2041), Features Intersected: RESERVATION MAIN DRAIN, Facility Carried by Structure: ROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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: Equal 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C0084, Location: 0.85 MI E/O PICACHO RD (Lat: 32.781769, Lng: -114.601875), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 2017, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,650 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,930 (year 2041), Features Intersected: RESERVATION MAIN DRAIN, Facility Carried by Structure: ROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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: Equal 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 58C0085, Location: 0.75 MI S/O ROSS RD (Lat: 32.770806, Lng: -114.616197), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,000 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,218 (year 2043), Design Load: HS 20, Features Intersected: RESERVATION MAIN DRAIN, Facility Carried by Structure: PICACHO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $49,000, Total Project Cost: $414,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C0085, Location: 0.75 MI S/O ROSS RD (Lat: 32.770806, Lng: -114.616197), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,000 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,218 (year 2043), Design Load: HS 20, Features Intersected: RESERVATION MAIN DRAIN, Facility Carried by Structure: PICACHO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $49,000, Total Project Cost: $414,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 58C0098, Location: 0.74 MI W/O PICACHO RD (Lat: 32.760033, Lng: -114.629142), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,015 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,073 (year 2038), Design Load: HS 20, Features Intersected: YUMA MAIN CANAL, Facility Carried by Structure: INDIAN ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 91.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C0098, Location: 0.74 MI W/O PICACHO RD (Lat: 32.760033, Lng: -114.629142), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,015 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,073 (year 2038), Design Load: HS 20, Features Intersected: YUMA MAIN CANAL, Facility Carried by Structure: INDIAN ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 91.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 58C0099, Location: 0.6 MI W/O PICACHO RD (Lat: 32.760019, Lng: -114.626872), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,015 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,073 (year 2038), Design Load: HS 20, Features Intersected: RESERVATION MAIN DRAIN, Facility Carried by Structure: INDIAN ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C0099, Location: 0.6 MI W/O PICACHO RD (Lat: 32.760019, Lng: -114.626872), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,015 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,073 (year 2038), Design Load: HS 20, Features Intersected: RESERVATION MAIN DRAIN, Facility Carried by Structure: INDIAN ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 58C0195, Location: 0.6 MI W/O PICACHO RD (Lat: 32.752728, Lng: -114.627525), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,124 (year 2043), Design Load: HS 20+Mod, Features Intersected: RESERVATION MAIN DRAIN, Facility Carried by Structure: ARNOLD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C0195, Location: 0.6 MI W/O PICACHO RD (Lat: 32.752728, Lng: -114.627525), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,124 (year 2043), Design Load: HS 20+Mod, Features Intersected: RESERVATION MAIN DRAIN, Facility Carried by Structure: ARNOLD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 58C0196, Location: 0.7 MI W/O PICACHO RD (Lat: 32.752736, Lng: -114.628972), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,073 (year 2038), Design Load: HS 20+Mod, Features Intersected: YUMA MAIN CANAL, Facility Carried by Structure: ARNOLD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C0196, Location: 0.7 MI W/O PICACHO RD (Lat: 32.752736, Lng: -114.628972), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,073 (year 2038), Design Load: HS 20+Mod, Features Intersected: YUMA MAIN CANAL, Facility Carried by Structure: ARNOLD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 58 0309, Location: 11-IMP-008-R94.98 (Lat: 32.737194, Lng: -114.650603), Route carried "under" structure: Interstate 8, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 16,700 (year 2018), Truck Traffic: 19%, Features Intersected: INTERSTATE 8, Facility Carried by Structure: WINTERHAVEN ROAD
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 94.980, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 58 0309, Location: 11-IMP-008-R94.98 (Lat: 32.737194, Lng: -114.650603), Route carried "under" structure: Interstate 8, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 16,700 (year 2018), Truck Traffic: 19%, Features Intersected: INTERSTATE 8, Facility Carried by Structure: WINTERHAVEN ROAD
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 94.980, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.8m (110.9ft)