Bridge Statistics for Rio Rico Southwest, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 92ft / 28.0mTotal length
- $1,000Total costs
- 109,518Total average daily traffic
- 15,228Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rio Rico Southwest
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 51960-1969
- 11970-1979
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 71.4%Good
- 14.3%Satisfactory
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 906, Location: 4.3 mi N Jct SR 289 (Lat: 31.478700, Lng: -111.001300), Route carried "on" structure: Interstate 19, Year Built: 1967, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 9,929 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,939 (year 2038), Design Load: HS 20, Features Intersected: Agua Fria Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.264, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 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: 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: 906, Location: 4.3 mi N Jct SR 289 (Lat: 31.478700, Lng: -111.001300), Route carried "on" structure: Interstate 19, Year Built: 1967, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 9,929 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,939 (year 2038), Design Load: HS 20, Features Intersected: Agua Fria Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.264, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 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: 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: 933, Location: 3.3 mi N Jct SR 289 (Lat: 31.464200, Lng: -110.994600), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,510 (year 2038), Design Load: HS 20, Features Intersected: I 19, Facility Carried by Structure: Rio Rico Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 67.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: 933, Location: 3.3 mi N Jct SR 289 (Lat: 31.464200, Lng: -110.994600), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,510 (year 2038), Design Load: HS 20, Features Intersected: I 19, Facility Carried by Structure: Rio Rico Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 67.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: 2727, Location: 3.3 mi N Jct SR 289 (Lat: 31.464200, Lng: -110.994700), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,510 (year 2038), Design Load: HS 20, Features Intersected: I 19, Facility Carried by Structure: Rio Rico 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: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Underclear: Meets minimum limits, 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: 2727, Location: 3.3 mi N Jct SR 289 (Lat: 31.464200, Lng: -110.994700), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,510 (year 2038), Design Load: HS 20, Features Intersected: I 19, Facility Carried by Structure: Rio Rico 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: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Underclear: Meets minimum limits, 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: 4749, Location: 24.4 mi N Jct SR 77 (Lat: 32.825000, Lng: -111.206400), Route carried "on" structure: State highway 79, Year Built: 1946, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,613 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,623 (year 2038), Design Load: HS 20, Features Intersected: Tom Mix Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.760, 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), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4749, Location: 24.4 mi N Jct SR 77 (Lat: 32.825000, Lng: -111.206400), Route carried "on" structure: State highway 79, Year Built: 1946, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,613 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,623 (year 2038), Design Load: HS 20, Features Intersected: Tom Mix Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.760, 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), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5126, Location: 2.0 mi W Jct I 19 (Lat: 31.429700, Lng: -110.998000), Route carried "on" structure: State highway 289, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,159 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,169 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, 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: 2, 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: 89.8 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: August 2018
Structure Number: 5126, Location: 2.0 mi W Jct I 19 (Lat: 31.429700, Lng: -110.998000), Route carried "on" structure: State highway 289, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,159 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,169 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, 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: 2, 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: 89.8 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: August 2018
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Structure Number: 5773, Location: 2.6 mi N Jct SR 289 (Lat: 31.457000, Lng: -110.986700), Route carried "on" structure: Interstate 19, Year Built: 1951, Year Reconstructed: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 27,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 27,010 (year 2040), Design Load: HS 20, Features Intersected: Calabasas Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.544, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 5773, Location: 2.6 mi N Jct SR 289 (Lat: 31.457000, Lng: -110.986700), Route carried "on" structure: Interstate 19, Year Built: 1951, Year Reconstructed: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 27,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 27,010 (year 2040), Design Load: HS 20, Features Intersected: Calabasas Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.544, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 5776, Location: 3.1 mi N Jct SR 289 (Lat: 31.462000, Lng: -110.992600), Route carried "on" structure: Interstate 19, Year Built: 1966, Year Reconstructed: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,010 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.333, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Good, Culverts: Good, 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: Better than 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 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5776, Location: 3.1 mi N Jct SR 289 (Lat: 31.462000, Lng: -110.992600), Route carried "on" structure: Interstate 19, Year Built: 1966, Year Reconstructed: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,010 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.333, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Good, Culverts: Good, 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: Better than 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 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: 8869, Location: 1.0 mi N of Calabasas TI (Lat: 31.476400, Lng: -111.003300), Route carried "on" structure: ServiceCounty highway , Year Built: 1979, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 7,145 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 7,155 (year 2038), Design Load: HS 20, Features Intersected: Agua Fria Canyon, Facility Carried by Structure: I-19 W Frontage Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 8869, Location: 1.0 mi N of Calabasas TI (Lat: 31.476400, Lng: -111.003300), Route carried "on" structure: ServiceCounty highway , Year Built: 1979, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 7,145 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 7,155 (year 2038), Design Load: HS 20, Features Intersected: Agua Fria Canyon, Facility Carried by Structure: I-19 W Frontage Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 11541, Location: 0.25 mi W of San Joaquin (Lat: 32.195800, Lng: -111.180200), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: CAP Canal, Facility Carried by Structure: Milky Way Dr
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11541, Location: 0.25 mi W of San Joaquin (Lat: 32.195800, Lng: -111.180200), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: CAP Canal, Facility Carried by Structure: Milky Way Dr
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 933, Location: 3.3 mi N Jct SR 289 (Lat: 31.464200, Lng: -110.994600), 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: Rio Rico Road
Minimum Vertical Clearance: 5.29m (17.36ft), Kilometerpoint: 17.638, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 933, Location: 3.3 mi N Jct SR 289 (Lat: 31.464200, Lng: -110.994600), 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: Rio Rico Road
Minimum Vertical Clearance: 5.29m (17.36ft), Kilometerpoint: 17.638, Lanes on structure: 1, Lanes under structure: 4, 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: 2727, Location: 3.3 mi N Jct SR 289 (Lat: 31.464200, Lng: -110.994700), Route carried "under" structure: Interstate 19, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 22,086 (year 2017), Truck Traffic: 19%, Features Intersected: I 19, Facility Carried by Structure: Rio Rico Road
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 17.655, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 2727, Location: 3.3 mi N Jct SR 289 (Lat: 31.464200, Lng: -110.994700), Route carried "under" structure: Interstate 19, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 22,086 (year 2017), Truck Traffic: 19%, Features Intersected: I 19, Facility Carried by Structure: Rio Rico Road
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 17.655, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.7m (81.0ft)