Bridge Statistics for Tubac, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 151ft / 46.0mTotal length
- $4,000Total costs
- 109,367Total average daily traffic
- 17,507Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tubac
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 181970-1979
- 11980-1989
- Bridge Condition - Superstructure
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Channel
- 15.4%Very good
- 53.8%Good
- 30.8%Satisfactory
- Bridge Condition - Culverts
- 91.7%Good
- 8.3%Satisfactory
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Structure Number: 1875, Location: 13.9 mi N Jct SR 289 (Lat: 31.606600, Lng: -111.051400), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 8,547 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 8,557 (year 2038), Design Load: HS 20, Features Intersected: Tubac Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.826, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), 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: 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, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1875, Location: 13.9 mi N Jct SR 289 (Lat: 31.606600, Lng: -111.051400), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 8,547 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 8,557 (year 2038), Design Load: HS 20, Features Intersected: Tubac Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.826, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), 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: 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, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1876, Location: 13.9 mi N Jct SR 289 (Lat: 31.606600, Lng: -111.051800), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 9,380 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,390 (year 2038), Design Load: HS 20, Features Intersected: Tubac Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.826, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), 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: 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, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1876, Location: 13.9 mi N Jct SR 289 (Lat: 31.606600, Lng: -111.051800), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 9,380 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,390 (year 2038), Design Load: HS 20, Features Intersected: Tubac Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.826, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), 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: 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, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1877, Location: 17.1 mi N Jct SR 289 (Lat: 31.652600, Lng: -111.059400), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 8,547 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 8,557 (year 2038), Design Load: HS 20, Features Intersected: Chavez Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.944, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1877, Location: 17.1 mi N Jct SR 289 (Lat: 31.652600, Lng: -111.059400), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 8,547 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 8,557 (year 2038), Design Load: HS 20, Features Intersected: Chavez Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.944, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1878, Location: 17.1 mi N Jct SR 289 (Lat: 31.652600, Lng: -111.059800), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 9,380 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,390 (year 2038), Design Load: HS 20, Features Intersected: Chavez Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.944, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1878, Location: 17.1 mi N Jct SR 289 (Lat: 31.652600, Lng: -111.059800), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 9,380 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,390 (year 2038), Design Load: HS 20, Features Intersected: Chavez Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.944, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4697, Location: 9.2 mi S Co Bdry (Lat: 31.605556, Lng: -111.052778), Route carried "on" structure: ServiceState highway 19, Year Built: 1952, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.845, 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), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4697, Location: 9.2 mi S Co Bdry (Lat: 31.605556, Lng: -111.052778), Route carried "on" structure: ServiceState highway 19, Year Built: 1952, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.845, 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), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4699, Location: 15.5 mi N Jct SR 289 (Lat: 31.614417, Lng: -111.052833), Route carried "on" structure: Interstate 19, Year Built: 1932, Year Reconstructed: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15,236 (year 2014), Truck Traffic: 16%, Average Future Daily Traffic: 15,246 (year 2034), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.663, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: 6.77m (22.21ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Total Project Cost: $1,000 ( Estimate for 2016)
Structure Number: 4699, Location: 15.5 mi N Jct SR 289 (Lat: 31.614417, Lng: -111.052833), Route carried "on" structure: Interstate 19, Year Built: 1932, Year Reconstructed: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15,236 (year 2014), Truck Traffic: 16%, Average Future Daily Traffic: 15,246 (year 2034), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.663, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: 6.77m (22.21ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Total Project Cost: $1,000 ( Estimate for 2016)
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Structure Number: 6668, Location: 42.1 mi S Jct I 10 (Lat: 31.605556, Lng: -111.052778), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.764, 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: 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 6668, Location: 42.1 mi S Jct I 10 (Lat: 31.605556, Lng: -111.052778), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.764, 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: 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 6669, Location: 42.1 mi S Jct I 10 (Lat: 31.605556, Lng: -111.052778), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,010 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.764, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, 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: 1.19m (3.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Total Project Cost: $1,000 ( Estimate for 2020)
Structure Number: 6669, Location: 42.1 mi S Jct I 10 (Lat: 31.605556, Lng: -111.052778), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,010 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.764, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, 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: 1.19m (3.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Total Project Cost: $1,000 ( Estimate for 2020)
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Structure Number: 667, Location: 14.3 mi N Jct SR 289 (Lat: 31.612300, Lng: -111.053000), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 510 (year 2036), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 667, Location: 14.3 mi N Jct SR 289 (Lat: 31.612300, Lng: -111.053000), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 510 (year 2036), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 6671, Location: 14.3 mi N Jct SR 289 (Lat: 31.612194, Lng: -111.052444), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 19,036 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 19,046 (year 2038), Design Load: HS 20, Features Intersected: Tubac Creek Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.406, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 33 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: 8.84m (29.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 6671, Location: 14.3 mi N Jct SR 289 (Lat: 31.612194, Lng: -111.052444), Route carried "on" structure: Interstate 19, Year Built: 1978, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 19,036 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 19,046 (year 2038), Design Load: HS 20, Features Intersected: Tubac Creek Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.406, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 33 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: 8.84m (29.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 6672, Location: 14.3 mi N Jct SR 289 (Lat: 31.611944, Lng: -111.051833), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 710 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 6672, Location: 14.3 mi N Jct SR 289 (Lat: 31.611944, Lng: -111.051833), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 710 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 6673, Location: 15.5 mi N Jct SR 289 (Lat: 31.614278, Lng: -111.053389), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 220 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 230 (year 2036), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.663, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 6673, Location: 15.5 mi N Jct SR 289 (Lat: 31.614278, Lng: -111.053389), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 220 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 230 (year 2036), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.663, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 6674, Location: 15.5 mi N Jct SR 289 (Lat: 31.614500, Lng: -111.052278), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 610 (year 2036), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.663, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 6674, Location: 15.5 mi N Jct SR 289 (Lat: 31.614500, Lng: -111.052278), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 610 (year 2036), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.663, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 6675, Location: 15.8 mi N Jct SR 289 (Lat: 31.633667, Lng: -111.056778), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 210 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 220 (year 2036), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.820, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 6675, Location: 15.8 mi N Jct SR 289 (Lat: 31.633667, Lng: -111.056778), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 210 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 220 (year 2036), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.820, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 6676, Location: 15.8 mi N Jct SR 289 (Lat: 31.633750, Lng: -111.056167), Route carried "on" structure: Interstate 19, Year Built: 1978, 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: 37.820, 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: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: 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 2016)
Structure Number: 6676, Location: 15.8 mi N Jct SR 289 (Lat: 31.633750, Lng: -111.056167), Route carried "on" structure: Interstate 19, Year Built: 1978, 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: 37.820, 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: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: 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 2016)
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Structure Number: 6677, Location: 15.8 mi N Jct SR 289 (Lat: 31.633700, Lng: -111.055600), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 700 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 710 (year 2036), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.820, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 6677, Location: 15.8 mi N Jct SR 289 (Lat: 31.633700, Lng: -111.055600), Route carried "on" structure: ServiceState highway 19, Year Built: 1978, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 700 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 710 (year 2036), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.820, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 9968, Location: 0.75 mi E of I 19 EFR (Lat: 31.613100, Lng: -111.041300), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 611 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 621 (year 2038), Design Load: HS 20, Features Intersected: Santa Cruz River, Facility Carried by Structure: Bridge Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9968, Location: 0.75 mi E of I 19 EFR (Lat: 31.613100, Lng: -111.041300), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 611 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 621 (year 2038), Design Load: HS 20, Features Intersected: Santa Cruz River, Facility Carried by Structure: Bridge Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1875, Location: 13.9 mi N Jct SR 289 (Lat: 31.606600, Lng: -111.051400), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 500 (year 2018), Truck Traffic: 5%, Features Intersected: Tubac Rd, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.38m (17.65ft), 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: 40.2m (131.9ft)
Structure Number: 1875, Location: 13.9 mi N Jct SR 289 (Lat: 31.606600, Lng: -111.051400), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 500 (year 2018), Truck Traffic: 5%, Features Intersected: Tubac Rd, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.38m (17.65ft), 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: 40.2m (131.9ft)
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Structure Number: 1876, Location: 13.9 mi N Jct SR 289 (Lat: 31.606600, Lng: -111.051800), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 500 (year 2018), Truck Traffic: 5%, Features Intersected: Tubac Rd, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 5.29m (17.36ft), 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: 40.2m (131.9ft)
Structure Number: 1876, Location: 13.9 mi N Jct SR 289 (Lat: 31.606600, Lng: -111.051800), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 500 (year 2018), Truck Traffic: 5%, Features Intersected: Tubac Rd, Facility Carried by Structure: I 19; SB
Minimum Vertical Clearance: 5.29m (17.36ft), 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: 40.2m (131.9ft)
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Structure Number: 1877, Location: 17.1 mi N Jct SR 289 (Lat: 31.652600, Lng: -111.059400), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 500 (year 2018), Truck Traffic: 5%, Features Intersected: Chavez Rd, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.44m (17.85ft), 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: 40.2m (131.9ft)
Structure Number: 1877, Location: 17.1 mi N Jct SR 289 (Lat: 31.652600, Lng: -111.059400), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 500 (year 2018), Truck Traffic: 5%, Features Intersected: Chavez Rd, Facility Carried by Structure: I 19; NB
Minimum Vertical Clearance: 5.44m (17.85ft), 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: 40.2m (131.9ft)
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Structure Number: 1878, Location: 17.1 mi N Jct SR 289 (Lat: 31.652600, Lng: -111.059800), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 500 (year 2018), Truck Traffic: 5%, Features Intersected: Chavez 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: 40.2m (131.9ft)
Structure Number: 1878, Location: 17.1 mi N Jct SR 289 (Lat: 31.652600, Lng: -111.059800), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 500 (year 2018), Truck Traffic: 5%, Features Intersected: Chavez 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: 40.2m (131.9ft)