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

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Structure Number: 109,  Location: 11.8 mi S Jct SR 82 (Lat: 31.609700,  Lng: -110.050300),  Route carried "on" structure: State highway 80,  Year Built: 1934,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 1,754 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,764 (year 2038),  Design Load: H 15,  Features Intersected: Government Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 524.163,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 11.0m (36.1ft),  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: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $1,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 204,  Location: 4.6 mi W Jct SR 74 (Lat: 33.917700,  Lng: -112.676600),  Route carried "on" structure: US 60,  Year Built: 1929,  Year Reconstructed: 1938,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 8,707 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,717 (year 2040),  Design Load: HS 20,  Features Intersected: Monarch Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.879,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 239,  Location: 13.4 mi N Jct SR 71 (Lat: 34.278000,  Lng: -112.724600),  Route carried "on" structure: State highway 89,  Year Built: 1935,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 1,716 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,726 (year 2038),  Design Load: HS 20,  Features Intersected: Model Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 452.869,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Total Project Cost: $1,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 314,  Location: 11.9 mi W Jct I 17 (Lat: 33.595000,  Lng: -112.263100),  Route carried "on" structure: US 60,  Year Built: 1922,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 26,849 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,859 (year 2039),  Design Load: HS 20,  Features Intersected: New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.470,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.04m (39.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 968,  Location: 15.2 mi N Jct SR 74 (Lat: 34.013300,  Lng: -112.136900),  Route carried "on" structure: Interstate 17,  Year Built: 1967,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 22,300 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 22,310 (year 2039),  Design Load: HS 20,  Features Intersected: Squaw Creek
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 384.955,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 985,  Location: @ CAP MILEPOST 20.895 (Lat: 34.017444,  Lng: -113.942500),  Route carried "on" structure: Federal lands road ,  Year Built: 1983,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 30 (year 2022),  Average Future Daily Traffic: 40 (year 2042),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Swansea Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.2 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1044,  Location: 7.3 mi E Jct I-19 (Lat: 32.128825,  Lng: -110.881094),  Route carried "on" structure: Interstate 10,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 71,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 71,010 (year 2040),  Design Load: HS 20,  Features Intersected: Earp Wash Trib
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 430.741,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  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: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1086,  Location: 26.0 mi N of Jct I 8 (Lat: 33.150372,  Lng: -111.866828),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 40.75m (133.69ft),  Average Daily Traffic: 59,680 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 90,407 (year 2040),  Design Load: HS 20,  Features Intersected: Gila River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 278.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.76m (140.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,000,  Total Project Cost: $5,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1089,  Location: 09.6 mi E of Nevada (Lat: 36.893700,  Lng: -113.920600),  Route carried "on" structure: Interstate 15,  Year Built: 1964,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 25.76m (84.51ft),  Average Daily Traffic: 27,997 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 28,007 (year 2038),  Design Load: HS 20,  Features Intersected: Virgin River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.369,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 65.8m (215.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 49.0 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.49m (90.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,000,  Total Project Cost: $5,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1621,  Location: 9.3 mi W Jct I 17 (Lat: 33.827900,  Lng: -112.274100),  Route carried "on" structure: Alternate State highway 74,  Year Built: 1972,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 6,355 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,365 (year 2038),  Design Load: HS 20,  Features Intersected: Beardsley Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.601,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Total Project Cost: $1,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2025,  Location: 5.1 mi W Jct I-17 (Lat: 33.797600,  Lng: -112.219900),  Route carried "on" structure: State highway 74,  Year Built: 1985,  Status: Open,  Structure Length: 11.61m (38.09ft),  Average Daily Traffic: 6,454 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,464 (year 2039),  Design Load: HS 20,  Features Intersected: New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.730,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2034,  Location: 8.06 mi N Jct I-10 (Lat: 33.551300,  Lng: -112.266900),  Route carried "on" structure: State highway 101,  Year Built: 1987,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 131,758 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 169,328 (year 2037),  Design Load: HS 20,  Features Intersected: Northern Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.971,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 42.5m (139.4ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.1 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2035,  Location: 9.27 mi N Jct I-10 (Lat: 33.566000,  Lng: -112.257200),  Route carried "on" structure: State highway 101,  Year Built: 1987,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 143,405 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 174,506 (year 2040),  Design Load: HS 20,  Features Intersected: Olive Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.920,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 42.5m (139.4ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2036,  Location: 10.28 mi N Jct SR 85 (Lat: 33.580500,  Lng: -112.259400),  Route carried "on" structure: State highway 101,  Year Built: 1987,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 143,405 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 174,506 (year 2040),  Design Load: HS 20,  Features Intersected: Peoria Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.550,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 42.5m (139.4ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2039,  Location: 1.43 mi N of Jct US 60 (Lat: 33.609700,  Lng: -112.244600),  Route carried "on" structure: State highway 101,  Year Built: 1989,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 103,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 131,660 (year 2040),  Design Load: HS 20,  Features Intersected: Thunderbird Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.358,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 42.5m (139.4ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 204,  Location: 2.27 mi N of Jct US 60 (Lat: 33.620500,  Lng: -112.239500),  Route carried "on" structure: State highway 101,  Year Built: 1989,  Status: Open,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 122,956 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 160,908 (year 2040),  Design Load: HS 20,  Features Intersected: Skunk Creek
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 21.710,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 42.5m (139.4ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2047,  Location: at Jct with 101L (Lat: 33.594000,  Lng: -112.260700),  Route carried "on" structure: US 60,  Year Built: 1988,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 41,373 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,383 (year 2039),  Design Load: HS 20,  Features Intersected: Loop 101
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 239.647,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 6.0m (19.7ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 40.0m (131.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2049,  Location: 100 ft N of Jct US 60 - L (Lat: 33.594500,  Lng: -112.260700),  Route carried "on" structure: ,  Year Built: 1988,  Status: Open,  Structure Length: 5.73m (18.80ft),  Design Load: Railroad,  Features Intersected: Loop 101,  Facility Carried by Structure: AT & SF RR
Kilometerpoint: 0.000,  Lanes under structure: 8,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 2079,  Location: 9.1 mi W Jct I 17 (Lat: 33.827900,  Lng: -112.268800),  Route carried "on" structure: State highway 74,  Year Built: 1986,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 4,396 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,406 (year 2039),  Design Load: HS 20,  Features Intersected: Waddell Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.923,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Total Project Cost: $1,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2322,  Location: 6.4 mi N Jct US 60 (Lat: 33.713500,  Lng: -112.310700),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 9,646 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,656 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: Happy Valley Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.198,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 2323,  Location: 6.4 mi N Jct US 60 (Lat: 33.713100,  Lng: -112.311297),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 8,797 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,807 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: Happy Valley Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.198,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 2324,  Location: 7.2 mi N Jct US 60 (Lat: 33.725597,  Lng: -112.309378),  Route carried "on" structure: Ramp State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 6,866 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,876 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Beardsley Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.679,  Lanes on structure: 2,  Owner: State 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: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 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,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2325,  Location: 7.2 mi N Jct US 60 (Lat: 33.725781,  Lng: -112.308492),  Route carried "on" structure: Ramp State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 6,094 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,014 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Beardsley Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.680,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2388,  Location: 8.7 mi N. Jct US 60 (Lat: 33.743753,  Lng: -112.299272),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 6,900 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,910 (year 2040),  Design Load: HL 93,  Features Intersected: Lone Mtn Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 205.835,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 239,  Location: 8.7 mi N. Jct US 60 (Lat: 33.743850,  Lng: -112.299631),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 18,934 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,407 (year 2040),  Design Load: HL 93,  Features Intersected: Lone Mtn Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 205.835,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 2391,  Location: 10.3 mi N. Jct US 60 (Lat: 33.725778,  Lng: -112.308489),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 10.88m (35.70ft),  Average Daily Traffic: 7,700 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,710 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Beardsley Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.474,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2392,  Location: 10.2 mi N. Jct US 60 (Lat: 33.725600,  Lng: -112.309375),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 9,127 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,137 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Beardsley Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.474,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2393,  Location: 7.7 mi W Jct I-17 (Lat: 33.768497,  Lng: -112.273744),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 16.49m (54.10ft),  Average Daily Traffic: 26,128 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 90,404 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Agua Fria River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.891,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2397,  Location: 7.6 mi W Jct I-17 (Lat: 33.768831,  Lng: -112.273575),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 16.49m (54.10ft),  Average Daily Traffic: 26,128 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 90,404 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Agua Fria River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.891,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: 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: 2467,  Location: 7.3 mi W Jct I-17 (Lat: 33.769700,  Lng: -112.249900),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 26,128 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 90,404 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR 303L,  Facility Carried by Structure: Lake Pleasant Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2646,  Location: 0.3 m N Grand Ave @ L101 (Lat: 33.599500,  Lng: -112.255700),  Route carried "on" structure: Ramp State highway 101,  Year Built: 2002,  Status: Open,  Structure Length: 28.41m (93.21ft),  Average Daily Traffic: 9,369 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,379 (year 2040),  Design Load: HS 20,  Features Intersected: Loop 101,  Facility Carried by Structure: Ramp to 91st. Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.765,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 63.1m (207.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2697,  Location: Grand Ave@ Olive/ 75th Av (Lat: 33.566500,  Lng: -112.220600),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 16.98m (55.71ft),  Average Daily Traffic: 25,332 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,342 (year 2039),  Design Load: HS 20,  Features Intersected: US60 & 75th Ave,  Facility Carried by Structure: Olive Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2905,  Location: 6.9 mi N Jct US 60 (Lat: 33.720061,  Lng: -112.309658),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 5,994 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,604 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Twin Buttes Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.003,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2906,  Location: 6.9 mi N Jct US 60 (Lat: 33.720681,  Lng: -112.309964),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 6,866 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,876 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Twin Buttes Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.003,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2907,  Location: 8.2 mi N Jct US 60 (Lat: 33.738008,  Lng: -112.303936),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 18,934 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,407 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Caterpillar Tank Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 205.063,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2913,  Location: 5.8 mi W Jct I-17 (Lat: 33.779014,  Lng: -112.226172),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 27.22m (89.30ft),  Average Daily Traffic: 26,433 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,149 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 214.542,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2914,  Location: 5.8 mi W Jct I-17 (Lat: 33.779325,  Lng: -112.226017),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 27.13m (89.01ft),  Average Daily Traffic: 26,433 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,149 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 214.542,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2916,  Location: 6.4 mi W Jct I-17 (Lat: 33.776428,  Lng: -112.235953),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 13.53m (44.39ft),  Average Daily Traffic: 26,433 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 35,149 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CAP Siphons
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.608,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2923,  Location: 5.0 mi W Jct I-17 (Lat: 33.779600,  Lng: -112.213300),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 26,433 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,149 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Channel N1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 215.700,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6486,  Location: 20.9 mi E Jct US 60 (Lat: 33.827833,  Lng: -112.282278),  Route carried "on" structure: State highway 74,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,938 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,948 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.555,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Total Project Cost: $1,000 ( Estimate for 2014)

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Structure Number: 6542,  Location: 11.1 mi E Jct US 60 (Lat: 33.832222,  Lng: -112.447361),  Route carried "on" structure: State highway 74,  Year Built: 1971,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,059 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,069 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.832,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019

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Structure Number: 6543,  Location: 12.2 mi E Jct US 60 (Lat: 33.828750,  Lng: -112.428250),  Route carried "on" structure: State highway 74,  Year Built: 1971,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,059 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,069 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.586,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 2019