Bridge Statistics for Green Valley, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 11940-1949
- 71950-1959
- 141960-1969
- 291970-1979
- 101980-1989
- 22000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 71970-1979
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 9.1%Very good
- 63.6%Good
- 9.1%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 13.6%Very good
- 72.7%Good
- 9.1%Satisfactory
- 4.5%Fair
- Bridge Condition - Substructure
- 4.5%Very good
- 86.4%Good
- 9.1%Fair
- Bridge Condition - Channel
- 20.9%Very good
- 60.5%Good
- 16.3%Satisfactory
- 2.3%Fair
- Bridge Condition - Culverts
- 5.7%Very good
- 80.0%Good
- 14.3%Satisfactory
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Structure Number: 8309, Location: 0.5 mi S Esperanza Blvd (Lat: 31.863444, Lng: -110.990392), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,400 (year 2012), Average Future Daily Traffic: 2,410 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Abrego Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8309, Location: 0.5 mi S Esperanza Blvd (Lat: 31.863444, Lng: -110.990392), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,400 (year 2012), Average Future Daily Traffic: 2,410 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Abrego Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 831, Location: 0.2 mi N Esperanza Blvd (Lat: 31.871994, Lng: -110.995167), Route carried "on" structure: County highway 534, Year Built: 1955, Year Reconstructed: 1981, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 8,500 (year 2012), Average Future Daily Traffic: 8,510 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: La Canada Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 34.8m (114.2ft), Out-to-Out Width: 40.4m (132.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
Structure Number: 831, Location: 0.2 mi N Esperanza Blvd (Lat: 31.871994, Lng: -110.995167), Route carried "on" structure: County highway 534, Year Built: 1955, Year Reconstructed: 1981, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 8,500 (year 2012), Average Future Daily Traffic: 8,510 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: La Canada Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 34.8m (114.2ft), Out-to-Out Width: 40.4m (132.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
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Structure Number: 8317, Location: 0.8 mi S Esperanza Blvd (Lat: 31.857800, Lng: -110.991042), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,425 (year 2012), Average Future Daily Traffic: 2,435 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Abrego Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 50.8 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8317, Location: 0.8 mi S Esperanza Blvd (Lat: 31.857800, Lng: -110.991042), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,425 (year 2012), Average Future Daily Traffic: 2,435 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Abrego Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 50.8 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8749, Location: 100 ft N Calle Martina (Lat: 31.885828, Lng: -110.988922), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 150 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 160 (year 2032), Design Load: HS 20, Features Intersected: Drainageway, Facility Carried by Structure: La Canoa
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8749, Location: 100 ft N Calle Martina (Lat: 31.885828, Lng: -110.988922), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 150 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 160 (year 2032), Design Load: HS 20, Features Intersected: Drainageway, Facility Carried by Structure: La Canoa
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8879, Location: 0.1 mi E Nogales Hwy (Lat: 31.852244, Lng: -110.986081), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 10,901 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,911 (year 2040), Design Load: HS 20, Features Intersected: Santa Cruz-West Branch, Facility Carried by Structure: Continental Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8879, Location: 0.1 mi E Nogales Hwy (Lat: 31.852244, Lng: -110.986081), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 10,901 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,911 (year 2040), Design Load: HS 20, Features Intersected: Santa Cruz-West Branch, Facility Carried by Structure: Continental Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 888, Location: 3000 ft E Abrego Road (Lat: 31.854675, Lng: -110.979636), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 16.92m (55.51ft), Average Daily Traffic: 10,901 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,911 (year 2040), Design Load: HS 20, Features Intersected: Santa Cruz River, Facility Carried by Structure: Continental Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 42.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 888, Location: 3000 ft E Abrego Road (Lat: 31.854675, Lng: -110.979636), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 16.92m (55.51ft), Average Daily Traffic: 10,901 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,911 (year 2040), Design Load: HS 20, Features Intersected: Santa Cruz River, Facility Carried by Structure: Continental Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 42.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8907, Location: 1000 ft S Pl Dela Cotonia (Lat: 31.837125, Lng: -111.016367), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,500 (year 2012), Average Future Daily Traffic: 2,510 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Camino Del Sol
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
Structure Number: 8907, Location: 1000 ft S Pl Dela Cotonia (Lat: 31.837125, Lng: -111.016367), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,500 (year 2012), Average Future Daily Traffic: 2,510 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Camino Del Sol
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
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Structure Number: 9803, Location: 300 ft South El Nopal (Lat: 31.888711, Lng: -110.994881), Route carried "on" structure: County highway 534, Year Built: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,500 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 6,510 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: La Canada Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 31.8m (104.3ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 9803, Location: 300 ft South El Nopal (Lat: 31.888711, Lng: -110.994881), Route carried "on" structure: County highway 534, Year Built: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,500 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 6,510 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: La Canada Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 31.8m (104.3ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 9817, Location: 0.6 mi N Esperanza Blvd (Lat: 31.878919, Lng: -110.994931), Route carried "on" structure: County highway 534, Year Built: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 9,000 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 9,010 (year 2032), Design Load: HS 20, Features Intersected: Medium Wash, Facility Carried by Structure: La Canada Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 9817, Location: 0.6 mi N Esperanza Blvd (Lat: 31.878919, Lng: -110.994931), Route carried "on" structure: County highway 534, Year Built: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 9,000 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 9,010 (year 2032), Design Load: HS 20, Features Intersected: Medium Wash, Facility Carried by Structure: La Canada Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 9977, Location: 0.7 mi S Esperanza Blvd (Lat: 31.862953, Lng: -110.996542), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 11,920 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 11,930 (year 2032), Design Load: HS 20, Features Intersected: Large Wash, Facility Carried by Structure: La Canada Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 84.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
Structure Number: 9977, Location: 0.7 mi S Esperanza Blvd (Lat: 31.862953, Lng: -110.996542), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 11,920 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 11,930 (year 2032), Design Load: HS 20, Features Intersected: Large Wash, Facility Carried by Structure: La Canada Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 84.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
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Structure Number: 9978, Location: 0.17 mi N Continental Rd (Lat: 31.854714, Lng: -110.998164), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 8,000 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 8,010 (year 2032), Design Load: HS 20, Features Intersected: Medium Wash, Facility Carried by Structure: La Canada Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 98.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
Structure Number: 9978, Location: 0.17 mi N Continental Rd (Lat: 31.854714, Lng: -110.998164), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 8,000 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 8,010 (year 2032), Design Load: HS 20, Features Intersected: Medium Wash, Facility Carried by Structure: La Canada Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 98.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
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Structure Number: 1354, Location: 2.6 mi S Jct B 19 (Lat: 31.870200, Lng: -110.990300), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 10,600 (year 2019), Truck Traffic: 10%, Features Intersected: Esperanza Blvd, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 1354, Location: 2.6 mi S Jct B 19 (Lat: 31.870200, Lng: -110.990300), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 10,600 (year 2019), Truck Traffic: 10%, Features Intersected: Esperanza Blvd, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 1355, Location: 2.6 mi S Jct B 19 (Lat: 31.870275, Lng: -110.990575), Route carried "under" structure: County highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 10,600 (year 2019), Truck Traffic: 5%, Features Intersected: Esperanza Blvd, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 1355, Location: 2.6 mi S Jct B 19 (Lat: 31.870275, Lng: -110.990575), Route carried "under" structure: County highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 10,600 (year 2019), Truck Traffic: 5%, Features Intersected: Esperanza Blvd, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 1568, Location: 0.6 mi N Jct Nogales Hwy (Lat: 31.913314, Lng: -110.985667), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10 (year 2017), Features Intersected: Anaconda Pipeline, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 3.33m (10.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 1568, Location: 0.6 mi N Jct Nogales Hwy (Lat: 31.913314, Lng: -110.985667), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10 (year 2017), Features Intersected: Anaconda Pipeline, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 3.33m (10.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
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Structure Number: 1569, Location: 0.6 mi N Jct Nogales Hwy (Lat: 31.913322, Lng: -110.986036), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10 (year 2017), Features Intersected: Anaconda Pipeline, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 1569, Location: 0.6 mi N Jct Nogales Hwy (Lat: 31.913322, Lng: -110.986036), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10 (year 2017), Features Intersected: Anaconda Pipeline, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft)
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Structure Number: 1572, Location: 2.6 mi N of Jct B 19 (Lat: 31.942800, Lng: -110.986700), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 877 (year 2020), Truck Traffic: 2%, Features Intersected: El Toro Rd & UPRR, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 7.91m (25.95ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 1572, Location: 2.6 mi N of Jct B 19 (Lat: 31.942800, Lng: -110.986700), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 877 (year 2020), Truck Traffic: 2%, Features Intersected: El Toro Rd & UPRR, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 7.91m (25.95ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 1573, Location: 2.6 mi N of Jct B 19 (Lat: 31.942800, Lng: -110.987000), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 877 (year 2020), Truck Traffic: 2%, Features Intersected: El Toro Rd & RR, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 7.99m (26.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 1573, Location: 2.6 mi N of Jct B 19 (Lat: 31.942800, Lng: -110.987000), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 877 (year 2020), Truck Traffic: 2%, Features Intersected: El Toro Rd & RR, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 7.99m (26.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 1752, Location: 8.4 mi S Jct S B 19 (Lat: 31.789600, Lng: -111.021500), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 200 (year 2019), Truck Traffic: 5%, Features Intersected: Canoa Ranch Road, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 1752, Location: 8.4 mi S Jct S B 19 (Lat: 31.789600, Lng: -111.021500), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 200 (year 2019), Truck Traffic: 5%, Features Intersected: Canoa Ranch Road, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 1753, Location: 8.4 mi S Jct S B 19 (Lat: 31.789700, Lng: -111.021900), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 200 (year 2019), Truck Traffic: 5%, Features Intersected: Canoa Ranch Road, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 1753, Location: 8.4 mi S Jct S B 19 (Lat: 31.789700, Lng: -111.021900), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 200 (year 2019), Truck Traffic: 5%, Features Intersected: Canoa Ranch Road, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 1754, Location: 3.8 mi S Jct B 19 (Lat: 31.851397, Lng: -110.993439), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 10,205 (year 2017), Truck Traffic: 5%, Features Intersected: Continental Rd, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 43.3m (142.1ft)
Structure Number: 1754, Location: 3.8 mi S Jct B 19 (Lat: 31.851397, Lng: -110.993439), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 10,205 (year 2017), Truck Traffic: 5%, Features Intersected: Continental Rd, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 43.3m (142.1ft)
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Structure Number: 1755, Location: 3.8 mi S Jct B 19 (Lat: 31.851400, Lng: -110.993800), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 8,787 (year 2017), Truck Traffic: 5%, Features Intersected: Continental Rd, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 43.3m (142.1ft)
Structure Number: 1755, Location: 3.8 mi S Jct B 19 (Lat: 31.851400, Lng: -110.993800), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 8,787 (year 2017), Truck Traffic: 5%, Features Intersected: Continental Rd, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 43.3m (142.1ft)
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Structure Number: 28, Location: JCT of B-19/I-19 (Lat: 31.906056, Lng: -110.985911), Route carried "under" structure: Interstate 19, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 36,822 (year 2017), Truck Traffic: 19%, Features Intersected: I-19
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 69.363, Lanes on structure: 8, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 28, Location: JCT of B-19/I-19 (Lat: 31.906056, Lng: -110.985911), Route carried "under" structure: Interstate 19, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 36,822 (year 2017), Truck Traffic: 19%, Features Intersected: I-19
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 69.363, Lanes on structure: 8, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 2919, Location: 31.7 mi N Jct SR 289 (Lat: 31.849100, Lng: -110.993600), Route carried "under" structure: ServiceInterstate 19, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 250 (year 2021), Truck Traffic: 3%, Features Intersected: I-19 E. Frtg Road
Minimum Vertical Clearance: 5.29m (17.36ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 2919, Location: 31.7 mi N Jct SR 289 (Lat: 31.849100, Lng: -110.993600), Route carried "under" structure: ServiceInterstate 19, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 250 (year 2021), Truck Traffic: 3%, Features Intersected: I-19 E. Frtg Road
Minimum Vertical Clearance: 5.29m (17.36ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 18.0m (59.1ft)