Bridge Statistics for Sahuarita, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 10949,  Location: 0.6 mi W R. Sahuarita Bvd (Lat: 31.989900,  Lng: -110.974800),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,010 (year 2038),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Camino Rancheria
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 1095,  Location: 300 ft W Jct La Villita (Lat: 31.966900,  Lng: -110.970500),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,010 (year 2038),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Paseo Celestial
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 10951,  Location: 0.7 mi N. Sahuarita Blvd. (Lat: 31.968400,  Lng: -110.969700),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 4,875 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,885 (year 2038),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: La Vallita
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.4m (4.6ft)

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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 10952,  Location: 0.29 mi N. Sahuarita Blvd (Lat: 31.962100,  Lng: -110.983400),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,875 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,885 (year 2038),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Rancho S Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $1,000 ( Estimate for 2017)

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Structure Number: 10953,  Location: 0.31 mi N. Sahuarita Blvd (Lat: 31.962400,  Lng: -110.983400),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,875 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,885 (year 2038),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Rancho S Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $1,000 ( Estimate for 2017)

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Structure Number: 10954,  Location: 0.33 mi N. Sahuarita Blvd (Lat: 31.962700,  Lng: -110.983500),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,875 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,885 (year 2038),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Rancho S Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $1,000 ( Estimate for 2017)

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Structure Number: 10955,  Location: 200' W La Villita Rd (Lat: 31.968900,  Lng: -110.970700),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,875 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,885 (year 2038),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Rancho S Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000

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Structure Number: 10958,  Location: 0.43 mi N. Sahuarita Blvd (Lat: 31.964100,  Lng: -110.983700),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 4,875 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,885 (year 2038),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Rancho S Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $2,000 ( Estimate for 2017)

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Structure Number: 10959,  Location: 0.47 mi N. Sahuarita Blvd (Lat: 31.964700,  Lng: -110.983700),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,010 (year 2035),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Rancho S Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $2,000 ( Estimate for 2017)

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Structure Number: 10969,  Location: 1.3 mi N Sahuarita Blvd. (Lat: 31.968900,  Lng: -110.971400),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,010 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Rancho S Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 11012,  Location: 0.5 mi E Jct Campbell Ave (Lat: 31.880200,  Lng: -110.957600),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,000 (year 2019),  Average Future Daily Traffic: 2,010 (year 2039),  Design Load: HS 20,  Features Intersected: Quail Creek,  Facility Carried by Structure: Quail Creek Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11013,  Location: 1.0 mi E Jct Campbell Ave (Lat: 31.877400,  Lng: -110.949900),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,000 (year 2019),  Average Future Daily Traffic: 2,010 (year 2039),  Design Load: HS 20,  Features Intersected: Quail Creek,  Facility Carried by Structure: Quail Creek Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.7 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,  Deck Geometry: Equal to 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11014,  Location: 0.01 mi S of Quail Cross. (Lat: 31.894200,  Lng: -110.961800),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,000 (year 2019),  Average Future Daily Traffic: 2,010 (year 2039),  Design Load: HS 20,  Features Intersected: Quail Creek,  Facility Carried by Structure: Campbell Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11015,  Location: 0.03 mi N Quail Creek Pkw (Lat: 31.884100,  Lng: -110.964200),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,000 (year 2019),  Average Future Daily Traffic: 2,010 (year 2039),  Design Load: HS 20,  Features Intersected: Quail Creek,  Facility Carried by Structure: Campbell Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11135,  Location: 500 ft W. Starlight Vie (Lat: 31.956200,  Lng: -110.977900),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Sah. Center Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  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 24 months,  Inspection Date: July 2021

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Structure Number: 11136,  Location: 200' S Sahuarita Rd (Lat: 31.957200,  Lng: -110.976500),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Starlight View Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  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: 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: July 2021

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Structure Number: 11138,  Location: 0.32 mi W of Nogales Hwy (Lat: 31.913400,  Lng: -110.984000),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 510 (year 2035),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Calle Arroyo Sur
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 11139,  Location: 0.8 mi S Quail X-ing Blvd (Lat: 31.883400,  Lng: -110.964700),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Campbell Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  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: 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: July 2021

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Structure Number: 1114,  Location: 2 mi S Jct El Toro Rd (Lat: 31.914100,  Lng: -110.990500),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 500 (year 2015),  Average Future Daily Traffic: 510 (year 2035),  Design Load: HS 20,  Features Intersected: Tomas Wash,  Facility Carried by Structure: Cmo de las Quintas
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 11141,  Location: 0.1M E of Old Nogales Hwy (Lat: 31.867300,  Lng: -110.968800),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 700 (year 2019),  Average Future Daily Traffic: 710 (year 2039),  Design Load: HS 20,  Features Intersected: Madera Wash,  Facility Carried by Structure: Campbell Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  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: 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: July 2021

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Structure Number: 11205,  Location: 1.2 mi E Jct I-19 (Lat: 31.957500,  Lng: -110.966500),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 3,963 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,973 (year 2036),  Design Load: HS 20,  Features Intersected: Santa Cruz River,  Facility Carried by Structure: Sahuarita Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.7 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11206,  Location: 1.2 mi E Jct I-19 (Lat: 31.957800,  Lng: -110.966400),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 3,876 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,886 (year 2036),  Design Load: HS 20,  Features Intersected: Santa Cruz River,  Facility Carried by Structure: Sahuarita Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.7 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11445,  Location: 1.6 mi E Jct I-19 (Lat: 32.001300,  Lng: -110.964900),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 6,148 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,158 (year 2038),  Design Load: HS 20,  Features Intersected: Santa Cruz River,  Facility Carried by Structure: Pima Mine Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11531,  Location: 1.6 mi E Jct Nogales Hwy (Lat: 31.957600,  Lng: -110.932900),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,010 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Sahuarita Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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 24 months,  Inspection Date: July 2021

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Structure Number: 1303,  Location: 6.4 mi N Jct B 19 (Lat: 32.001000,  Lng: -110.992000),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 6,059 (year 2017),  Truck Traffic: 5%,  Features Intersected: Pima Mine Rd,  Facility Carried by Structure: IRR I 19; NB
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1304,  Location: 6.4 mi N of Jct B 19 (Lat: 32.001000,  Lng: -110.992400),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,059 (year 2017),  Truck Traffic: 5%,  Features Intersected: Pima Mine Rd,  Facility Carried by Structure: IRR I 19; SB
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1356,  Location: 3.6 mi N of Jct B 19 (Lat: 31.957900,  Lng: -110.988100),  Route carried "under" structure: Interstate 19,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 38,976 (year 2019),  Truck Traffic: 15%,  Features Intersected: I 19,  Facility Carried by Structure: Helmet Peak Rd
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 75.333,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.0m (82.0ft)