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

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Structure Number: 6771,  Location: 16.9 mi N Jct I 19 (Lat: 32.402778,  Lng: -111.130556),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 61,851 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,861 (year 2039),  Design Load: HS 20,  Features Intersected: I-10 side ditch.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 391.924,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020

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Structure Number: 6772,  Location: 17.0 mi N Jct I 19 (Lat: 32.402778,  Lng: -111.130556),  Route carried "on" structure: ServiceState highway 10,  Year Built: 1967,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 120 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 130 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: S Frontage Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 391.843,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7246,  Location: 15.7 mi N Jct I-19 (Lat: 32.386111,  Lng: -111.122222),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 86,785 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 86,795 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 393.485,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,000,  Total Project Cost: $3,000 ( Estimate for 2020)

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Structure Number: 7247,  Location: 15.1 mi N Jct I-19 (Lat: 32.383333,  Lng: -111.111111),  Route carried "on" structure: Interstate 10,  Year Built: 2010,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 86,785 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 86,795 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 394.579,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 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,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,000,  Total Project Cost: $3,000 ( Estimate for 2020)

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Structure Number: 8263,  Location: 1.2 mi S Jct Grier Rd (Lat: 32.434472,  Lng: -111.233947),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 2,182 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,192 (year 2038),  Design Load: HS 20,  Features Intersected: Santa Cruz River,  Facility Carried by Structure: Sanders Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8726,  Location: 0.25 mi N of Orange Grove (Lat: 32.326894,  Lng: -111.046028),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 33,891 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,901 (year 2040),  Design Load: HS 20,  Features Intersected: Carmack Wash,  Facility Carried by Structure: Thornydale Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020

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Structure Number: 8753,  Location: 0.3 mi S Jct Ina Rd (Lat: 32.333300,  Lng: -111.046356),  Route carried "on" structure: City street ,  Year Built: 1982,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 34,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,010 (year 2038),  Design Load: HS 20,  Features Intersected: Canada Del Oro Wash,  Facility Carried by Structure: Thornydale Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8863,  Location: 0.5 mi SW Jct I-10 (Lat: 32.351200,  Lng: -111.096786),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 24.72m (81.10ft),  Average Daily Traffic: 14,334 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,344 (year 2038),  Design Load: HS 20,  Features Intersected: Santa Cruz River,  Facility Carried by Structure: Cortaro Farms Rd
Minimum Vertical Clearance: 9.75m (31.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 897,  Location: 2.0 mi E Jct I-10 (Lat: 32.523300,  Lng: -111.245400),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,380 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,390 (year 2037),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Missile Base Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: November 2020

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Structure Number: 8972,  Location: 1.7 mi SE Missile Base Rd (Lat: 32.501800,  Lng: -111.233000),  Route carried "on" structure: Federal lands road ,  Year Built: 1987,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 10 (year 2020),  Average Future Daily Traffic: 20 (year 2040),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Grand Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Very 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 minimum criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: November 2020

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Structure Number: 9227,  Location: 8.0 mi W Jct I-10 (Lat: 32.395133,  Lng: -111.261178),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 4,200 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,210 (year 2038),  Design Load: HS 20,  Features Intersected: E Branch Brawley Wash,  Facility Carried by Structure: Avra Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 923,  Location: 0.3 mi N of Belmont (Lat: 32.329731,  Lng: -111.080281),  Route carried "on" structure: County highway 313,  Year Built: 1937,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,500 (year 2012),  Average Future Daily Traffic: 3,200 (year 2030),  Features Intersected: Wash,  Facility Carried by Structure: Silverbell Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.340,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9552,  Location: 4.05 mi West of Rt 84 (Lat: 32.453300,  Lng: -111.280200),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Posted for load,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 2,908 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,918 (year 2040),  Design Load: HS 20,  Features Intersected: Santa Cruz River,  Facility Carried by Structure: Trico-Marana Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 11.98m (39.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10022,  Location: 0.15 mi E of Sandario Rd (Lat: 32.380764,  Lng: -111.214319),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,565 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,575 (year 2036),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Twin Peaks Road
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),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: July 2020

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Structure Number: 10026,  Location: 0.89 mi E of Sandario Rd (Lat: 32.381800,  Lng: -111.198700),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,010 (year 2030),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Twin Peaks Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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

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Structure Number: 10027,  Location: 1.63 mi E of Sandario Rd (Lat: 32.475694,  Lng: -111.197222),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,010 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Twin Peaks Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

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Structure Number: 10028,  Location: 0.50 mi E Silverbell Rd (Lat: 32.383333,  Lng: -111.138889),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,010 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Twin Peaks Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: 10029,  Location: 0.90 mi E Silverbell Rd (Lat: 32.380556,  Lng: -111.127778),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 3,010 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,020 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Twin Peaks Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 64.4 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: 1003,  Location: 0.15 mi NW of Cortaro Rd (Lat: 32.350000,  Lng: -111.102778),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 26,010 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,020 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Silverbell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 10031,  Location: 0.39 mi NW of Cortaro Rd (Lat: 32.352778,  Lng: -111.108333),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 26,010 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,020 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Silverbell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 10032,  Location: 0.55 mi NW of Cortaro Rd (Lat: 32.352778,  Lng: -111.111111),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 26,010 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,020 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Silverbell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Very 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: Equal 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: June 2020

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Structure Number: 10033,  Location: 0.83 mi NW of Cortaro Rd (Lat: 32.358333,  Lng: -111.116667),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 26,010 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,020 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Silverbell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very 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: June 2020

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Structure Number: 10034,  Location: 1.0 mi NW of Cortaro Rd (Lat: 32.363889,  Lng: -111.122222),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 26,010 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,020 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Silverbell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal 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: June 2020

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Structure Number: 10035,  Location: 1.60 mi NW of Cortaro Rd (Lat: 32.372222,  Lng: -111.122222),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 26,010 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,020 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Silverbell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum 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: 10036,  Location: 2.0 mi NW of Cortaro Rd (Lat: 32.375000,  Lng: -111.133333),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 26,010 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,020 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Silverbell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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: Better than present minimum 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: 10037,  Location: 2.46 mi NW of Cortaro Rd (Lat: 32.369444,  Lng: -111.133333),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 25,940 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,950 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Silverbell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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: Better than present minimum 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: 10038,  Location: 2.78 mi NW of Cortaro Rd (Lat: 32.372222,  Lng: -111.141667),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 25,940 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,950 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Silverbell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum 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: 10039,  Location: 0.3 mi N Silverbell Rd (Lat: 32.369444,  Lng: -111.125000),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 7,010 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,020 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Coachline Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.4 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: Better than present minimum 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: 10125,  Location: 1.1 mi W of I 10 (Lat: 32.402508,  Lng: -111.146272),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 19.14m (62.80ft),  Average Daily Traffic: 5,858 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,868 (year 2041),  Design Load: HS 20,  Features Intersected: Santa Cruz River,  Facility Carried by Structure: Avra Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 48.1 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10227,  Location: 0.5 mi SW Jct I-10 (Lat: 32.351311,  Lng: -111.096975),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 24.84m (81.50ft),  Average Daily Traffic: 14,334 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,344 (year 2038),  Design Load: HS 20,  Features Intersected: Santa Cruz River,  Facility Carried by Structure: Cortaro Road
Minimum Vertical Clearance: 9.75m (31.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10533,  Location: 0.35 mi E of Silverbell (Lat: 32.337600,  Lng: -111.082200),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 19.26m (63.19ft),  Average Daily Traffic: 6,109 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,119 (year 2040),  Design Load: HS 20,  Features Intersected: Santa Cruz River,  Facility Carried by Structure: Ina Road
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 771,  Location: 21.0 mi S Jct SR 84 (Lat: 32.506400,  Lng: -111.269300),  Route carried "under" structure: Interstate 10,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 46,399 (year 2018),  Truck Traffic: 15%,  Features Intersected: I 10,  Facility Carried by Structure: Pinal Air Park Rd
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 373.400,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 773,  Location: 25.4 mi SE Jct SR 87 (Lat: 32.461900,  Lng: -111.216800),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: Marana Road,  Facility Carried by Structure: I 10; EB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  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: 774,  Location: 25.4 mi SE Jct SR 87 (Lat: 32.462100,  Lng: -111.216600),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: Marana Road,  Facility Carried by Structure: I 10; WB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  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: 864,  Location: 13.8 mi N Jct I-19 (Lat: 32.358900,  Lng: -111.090100),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: FAS 317; Cortero Rd,  Facility Carried by Structure: I 10; EB
Minimum Vertical Clearance: 4.56m (14.96ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 865,  Location: 13.8 mi N Jct I-19 (Lat: 32.359000,  Lng: -111.089900),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: FAS 317; Cortero Rd,  Facility Carried by Structure: I 10; WB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  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: 868,  Location: 10.4 mi North Jct I 19 (Lat: 32.323000,  Lng: -111.051600),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: Orange Grove Road,  Facility Carried by Structure: I 10; EB
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 869,  Location: 10.4 mi North Jct I 19 (Lat: 32.323000,  Lng: -111.051300),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: Orange Grove Road,  Facility Carried by Structure: I 10; WB
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 96,  Location: 19.9 mi N Jct I-19 (Lat: 32.424400,  Lng: -111.163800),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: FAS 483; Tangerine Rd,  Facility Carried by Structure: I 10; EB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 961,  Location: 19.9 mi N Jct I-19 (Lat: 32.424600,  Lng: -111.163700),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: FAS 483; Tangerine Rd,  Facility Carried by Structure: I 10; WB
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 386.967,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 975,  Location: 17.4 mi N Jct I-19 (Lat: 32.401000,  Lng: -111.131200),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: FAS 353; Avra Valley Rd,  Facility Carried by Structure: I 10; EB
Minimum Vertical Clearance: 4.73m (15.52ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 976,  Location: 17.4 mi N Jct I-19 (Lat: 32.401200,  Lng: -111.131100),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: FAS 353; Avra Valley Rd,  Facility Carried by Structure: I 10; WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 289,  Location: 10.3 mi NW Jct SR 77 (Lat: 32.378800,  Lng: -111.109900),  Route carried "under" structure: Interstate 10,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 59,875 (year 2018),  Truck Traffic: 19%,  Features Intersected: I-10,  Facility Carried by Structure: Twin Peaks Rd.
Minimum Vertical Clearance: 5.34m (17.52ft),  Kilometerpoint: 394.225,  Lanes on structure: 10,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)