Bridge Statistics for Amado, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 141ft / 42.9mTotal length
- $5,000Total costs
- 114,838Total average daily traffic
- 19,106Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Amado
- No street view available for this location
- Bridge Condition - Deck
- 83.3%Good
- 16.7%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Good
- 66.7%Satisfactory
- Bridge Condition - Channel
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 1739, Location: 18.8 mi N Jct SR 289 (Lat: 31.677200, Lng: -111.064500), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2036), Design Load: HS 20, Features Intersected: I 19; N&S, Facility Carried by Structure: Agua Linda 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: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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, 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: 1739, Location: 18.8 mi N Jct SR 289 (Lat: 31.677200, Lng: -111.064500), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2036), Design Load: HS 20, Features Intersected: I 19; N&S, Facility Carried by Structure: Agua Linda 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: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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, 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: 1743, Location: 22.0 mi N Jct SR 289 (Lat: 31.722200, Lng: -111.060100), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 9,644 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,654 (year 2038), Design Load: HS 20, Features Intersected: Sopori Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1743, Location: 22.0 mi N Jct SR 289 (Lat: 31.722200, Lng: -111.060100), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 9,644 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,654 (year 2038), Design Load: HS 20, Features Intersected: Sopori Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: 1744, Location: 22.0 mi N Jct SR 289 (Lat: 31.722100, Lng: -111.060500), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 9,745 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,755 (year 2038), Design Load: HS 20, Features Intersected: Sopori Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.798, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: 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: 1744, Location: 22.0 mi N Jct SR 289 (Lat: 31.722100, Lng: -111.060500), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 9,745 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,755 (year 2038), Design Load: HS 20, Features Intersected: Sopori Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.798, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: 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: 1745, Location: 22.0 mi N Jct SR 289 (Lat: 31.722200, Lng: -111.059700), Route carried "on" structure: ServiceState highway 19, Year Built: 1977, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 260 (year 2038), Design Load: HS 20, Features Intersected: Sopori Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1745, Location: 22.0 mi N Jct SR 289 (Lat: 31.722200, Lng: -111.059700), Route carried "on" structure: ServiceState highway 19, Year Built: 1977, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 260 (year 2038), Design Load: HS 20, Features Intersected: Sopori Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1746, Location: 22.3 mi N Jct SR 289 (Lat: 31.726000, Lng: -111.058200), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 9,460 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 9,470 (year 2038), Design Load: HS 20, Features Intersected: Arivaca Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), 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 desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1746, Location: 22.3 mi N Jct SR 289 (Lat: 31.726000, Lng: -111.058200), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 9,460 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 9,470 (year 2038), Design Load: HS 20, Features Intersected: Arivaca Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), 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 desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1747, Location: 22.3 mi N Jct SR 289 (Lat: 31.726000, Lng: -111.058500), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 10,915 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 10,925 (year 2038), Design Load: HS 20, Features Intersected: Arivaca Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1747, Location: 22.3 mi N Jct SR 289 (Lat: 31.726000, Lng: -111.058500), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 10,915 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 10,925 (year 2038), Design Load: HS 20, Features Intersected: Arivaca Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6643, Location: 18.2 mi N Jct SR 289 (Lat: 31.667500, Lng: -111.062583), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 17,200 (year 2014), Truck Traffic: 16%, Average Future Daily Traffic: 17,210 (year 2034), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.618, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: 5.85m (19.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2014)
Structure Number: 6643, Location: 18.2 mi N Jct SR 289 (Lat: 31.667500, Lng: -111.062583), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 17,200 (year 2014), Truck Traffic: 16%, Average Future Daily Traffic: 17,210 (year 2034), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.618, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: 5.85m (19.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2014)
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Structure Number: 6644, Location: 19.6 mi N Jct SR 289 (Lat: 31.687750, Lng: -111.064722), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 17,500 (year 2014), Truck Traffic: 16%, Average Future Daily Traffic: 17,510 (year 2034), Design Load: HS 20, Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.887, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000
Structure Number: 6644, Location: 19.6 mi N Jct SR 289 (Lat: 31.687750, Lng: -111.064722), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 17,500 (year 2014), Truck Traffic: 16%, Average Future Daily Traffic: 17,510 (year 2034), Design Load: HS 20, Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.887, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000
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Structure Number: 6645, Location: 20.5 mi N Jct SR 289 (Lat: 31.700778, Lng: -111.065667), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 19,894 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 19,904 (year 2034), Design Load: HS 20, Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.319, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 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: 9.66m (31.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2016)
Structure Number: 6645, Location: 20.5 mi N Jct SR 289 (Lat: 31.700778, Lng: -111.065667), Route carried "on" structure: Interstate 19, Year Built: 1977, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 19,894 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 19,904 (year 2034), Design Load: HS 20, Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.319, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 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: 9.66m (31.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2016)
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Structure Number: 1739, Location: 18.8 mi N Jct SR 289 (Lat: 31.677200, Lng: -111.064500), Route carried "under" structure: Interstate 19, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 18,667 (year 2017), Truck Traffic: 19%, Features Intersected: I 19; N&S, Facility Carried by Structure: Agua Linda Road
Minimum Vertical Clearance: 5.80m (19.03ft), Kilometerpoint: 42.712, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 40.8m (133.9ft)
Structure Number: 1739, Location: 18.8 mi N Jct SR 289 (Lat: 31.677200, Lng: -111.064500), Route carried "under" structure: Interstate 19, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 18,667 (year 2017), Truck Traffic: 19%, Features Intersected: I 19; N&S, Facility Carried by Structure: Agua Linda Road
Minimum Vertical Clearance: 5.80m (19.03ft), Kilometerpoint: 42.712, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 40.8m (133.9ft)
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Structure Number: 1746, Location: 22.3 mi N Jct SR 289 (Lat: 31.726000, Lng: -111.058200), Route carried "under" structure: County highway , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Features Intersected: Arivaca Road, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.47m (17.95ft), 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: 43.9m (144.0ft)
Structure Number: 1746, Location: 22.3 mi N Jct SR 289 (Lat: 31.726000, Lng: -111.058200), Route carried "under" structure: County highway , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Features Intersected: Arivaca Road, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.47m (17.95ft), 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: 43.9m (144.0ft)
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Structure Number: 1747, Location: 22.3 mi N Jct SR 289 (Lat: 31.726000, Lng: -111.058500), Route carried "under" structure: County highway , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 863 (year 2015), Truck Traffic: 5%, Features Intersected: Arivaca Road, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 5.36m (17.59ft), 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: 43.9m (144.0ft)
Structure Number: 1747, Location: 22.3 mi N Jct SR 289 (Lat: 31.726000, Lng: -111.058500), Route carried "under" structure: County highway , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 863 (year 2015), Truck Traffic: 5%, Features Intersected: Arivaca Road, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 5.36m (17.59ft), 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: 43.9m (144.0ft)