Bridge Statistics for Rio Rico Northwest, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 85ft / 25.5mTotal length
- $1,000Total costs
- 70,072Total average daily traffic
- 12,254Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rio Rico Northwest
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 31960-1969
- 41970-1979
- Bridge Condition - Deck
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 25.0%Good
- 75.0%Satisfactory
- Bridge Condition - Channel
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 354, Location: 6.7 mi N Jct SR 289 (Lat: 31.511100, Lng: -111.013800), Route carried "on" structure: Interstate 19, Year Built: 1951, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 10,737 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 10,747 (year 2038), Design Load: HS 20, Features Intersected: Peck Canyon Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 354, Location: 6.7 mi N Jct SR 289 (Lat: 31.511100, Lng: -111.013800), Route carried "on" structure: Interstate 19, Year Built: 1951, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 10,737 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 10,747 (year 2038), Design Load: HS 20, Features Intersected: Peck Canyon Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 937, Location: 8.0 mi N Jct SR 289 (Lat: 31.527600, Lng: -111.024700), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2038), Design Load: HS 20, Features Intersected: I 19, Facility Carried by Structure: Palo Parado Rd
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: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 937, Location: 8.0 mi N Jct SR 289 (Lat: 31.527600, Lng: -111.024700), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2038), Design Load: HS 20, Features Intersected: I 19, Facility Carried by Structure: Palo Parado Rd
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: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1736, Location: 10.1 mi N Jct SR 289 (Lat: 31.550356, Lng: -111.049297), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 9,053 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,063 (year 2038), Design Load: HS 20, Features Intersected: Access Rd,Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.566, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1736, Location: 10.1 mi N Jct SR 289 (Lat: 31.550356, Lng: -111.049297), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 9,053 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,063 (year 2038), Design Load: HS 20, Features Intersected: Access Rd,Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.566, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2058, Location: 0.5 mi N Peck Cyn TI (Lat: 31.510700, Lng: -111.014800), Route carried "on" structure: ServiceState highway 19, Year Built: 1930, Year Reconstructed: 1980, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2038), Features Intersected: Peck Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2058, Location: 0.5 mi N Peck Cyn TI (Lat: 31.510700, Lng: -111.014800), Route carried "on" structure: ServiceState highway 19, Year Built: 1930, Year Reconstructed: 1980, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2038), Features Intersected: Peck Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4694, Location: 10.1 mi N Jct SR 289 (Lat: 31.550300, Lng: -111.049300), Route carried "on" structure: ServiceState highway 19, Year Built: 1930, Year Reconstructed: 1986, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20, Features Intersected: Arroyo Angulo Agudo
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 4694, Location: 10.1 mi N Jct SR 289 (Lat: 31.550300, Lng: -111.049300), Route carried "on" structure: ServiceState highway 19, Year Built: 1930, Year Reconstructed: 1986, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20, Features Intersected: Arroyo Angulo Agudo
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 6662, Location: 16.6 mi North US Border (Lat: 31.538889, Lng: -111.038889), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.635, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 6662, Location: 16.6 mi North US Border (Lat: 31.538889, Lng: -111.038889), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.635, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 6663, Location: 16.6 mi North US Border (Lat: 31.538889, Lng: -111.038889), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 9,010 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.635, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Total Project Cost: $1,000 ( Estimate for 2020)
Structure Number: 6663, Location: 16.6 mi North US Border (Lat: 31.538889, Lng: -111.038889), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 9,010 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.635, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Total Project Cost: $1,000 ( Estimate for 2020)
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Structure Number: 935, Location: 6.3 mi N Jct SR 289 (Lat: 31.506100, Lng: -111.012100), Route carried "under" structure: Interstate 19, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 22,086 (year 2017), Truck Traffic: 19%, Features Intersected: I 19, Facility Carried by Structure: Peck Canyon Rd
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 22.466, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 935, Location: 6.3 mi N Jct SR 289 (Lat: 31.506100, Lng: -111.012100), Route carried "under" structure: Interstate 19, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 22,086 (year 2017), Truck Traffic: 19%, Features Intersected: I 19, Facility Carried by Structure: Peck Canyon Rd
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 22.466, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 937, Location: 8.0 mi N Jct SR 289 (Lat: 31.527600, Lng: -111.024700), Route carried "under" structure: Interstate 19, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 18,156 (year 2017), Truck Traffic: 19%, Features Intersected: I 19, Facility Carried by Structure: Palo Parado Rd
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 25.186, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 937, Location: 8.0 mi N Jct SR 289 (Lat: 31.527600, Lng: -111.024700), Route carried "under" structure: Interstate 19, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 18,156 (year 2017), Truck Traffic: 19%, Features Intersected: I 19, Facility Carried by Structure: Palo Parado Rd
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 25.186, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 1736, Location: 10.1 mi N Jct SR 289 (Lat: 31.550356, Lng: -111.049297), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 10 (year 2018), Features Intersected: Access Rd,Wash, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 7.18m (23.56ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 1736, Location: 10.1 mi N Jct SR 289 (Lat: 31.550356, Lng: -111.049297), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 10 (year 2018), Features Intersected: Access Rd,Wash, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 7.18m (23.56ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)