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

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Structure Number: 2128,  Location: 4.2 mi E of Jct I 17 (Lat: 33.461400,  Lng: -112.038000),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1989,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 5,891 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,901 (year 2039),  Design Load: HS 20,  Features Intersected: I 10
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 237.330,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 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: 57.0m (187.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 213,  Location: 1/2 mi E of 101 & I 1 (Lat: 33.669300,  Lng: -112.100200),  Route carried "on" structure: State highway 101,  Year Built: 1999,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 98,278 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 98,288 (year 2038),  Design Load: HS 20,  Features Intersected: 19th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.962,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2131,  Location: 1/2 mi E of 101 & I 1 (Lat: 33.669500,  Lng: -112.100200),  Route carried "on" structure: State highway 101,  Year Built: 1999,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 77,396 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 77,406 (year 2038),  Design Load: HS 20,  Features Intersected: 19th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.962,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2134,  Location: 22.69 mi N of Jct I 10 (Lat: 33.668700,  Lng: -112.126300),  Route carried "on" structure: State highway 101,  Year Built: 1992,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 75,818 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 100,294 (year 2040),  Design Load: HS 20,  Features Intersected: 31st Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.516,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2136,  Location: 0.55 mi N of Jct L 101 (Lat: 33.676500,  Lng: -112.113200),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 10,726 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,736 (year 2039),  Design Load: HS 20,  Features Intersected: I 17,  Facility Carried by Structure: Rose Garden Lane
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: 2137,  Location: NW Corner of 101/I 17 TI (Lat: 33.672800,  Lng: -112.113700),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1997,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 34,569 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,579 (year 2039),  Design Load: HS 20,  Features Intersected: Rose Garden Lane Ramp A,  Facility Carried by Structure: S-E/W Gore
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.347,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2138,  Location: SW Corner of 101/I 17 TI (Lat: 33.663900,  Lng: -112.113300),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1997,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 29,012 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,022 (year 2039),  Design Load: HS 20,  Features Intersected: Utopia Ramp C,  Facility Carried by Structure: W-S Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 345.591,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 64.3m (211.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2139,  Location: SE corner of TI (Lat: 33.663900,  Lng: -112.113300),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1999,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 5,912 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,922 (year 2039),  Design Load: HS 20,  Features Intersected: Ramp N-W,  Facility Carried by Structure: Utopia Ramp D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 345.446,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 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: 56.4m (185.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 214,  Location: 3.2 mi E of Jct I 10 (Lat: 33.458600,  Lng: -111.987400),  Route carried "on" structure: State highway 202,  Year Built: 1989,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 154,551 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 154,561 (year 2037),  Design Load: HS 20,  Features Intersected: 44th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 9,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 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: 48.8m (160.1ft),  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 43.6m (143.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2141,  Location: 3.2 mi E of Jct I 10 (Lat: 33.459200,  Lng: -111.987200),  Route carried "on" structure: Ramp State highway 202,  Year Built: 1989,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 15,642 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,000 (year 2037),  Design Load: HS 20,  Features Intersected: 44th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2142,  Location: 3.11 mi E of Jct I 10 (Lat: 33.459100,  Lng: -111.988900),  Route carried "on" structure: Ramp State highway 202,  Year Built: 1989,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 15,263 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,455 (year 2037),  Design Load: HS 20,  Features Intersected: WB Frontage Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2143,  Location: 3.2 mi E of Jct I 10 (Lat: 33.457700,  Lng: -111.987200),  Route carried "on" structure: Ramp State highway 202,  Year Built: 1990,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 15,642 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,000 (year 2037),  Design Load: HS 20,  Features Intersected: 44th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  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: 48.8m (160.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2144,  Location: 3.11 mi E of Jct I 10 (Lat: 33.458200,  Lng: -111.989100),  Route carried "on" structure: Ramp State highway 202,  Year Built: 1989,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 15,642 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,652 (year 2037),  Design Load: HS 20,  Features Intersected: EB Front Road SL 202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2154,  Location: 2.65 mi N of Jct I 10 (Lat: 33.450900,  Lng: -111.983100),  Route carried "on" structure: Ramp State highway 143,  Year Built: 1990,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,297 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,307 (year 2040),  Design Load: HS 20,  Features Intersected: Van Buren Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: Better than present minimum 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: Monolithic Concrete

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Structure Number: 2155,  Location: 2.65 mi N of Jct I 10 (Lat: 33.450900,  Lng: -111.982500),  Route carried "on" structure: State highway 143,  Year Built: 1990,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 12,967 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,648 (year 2040),  Design Load: HS 20,  Features Intersected: Van Buren Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 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: Better than present minimum 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: Monolithic Concrete

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Structure Number: 2156,  Location: 2.65 mi N of Jct I 10 (Lat: 33.450900,  Lng: -111.982700),  Route carried "on" structure: State highway 143,  Year Built: 1990,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 12,967 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,648 (year 2040),  Design Load: HS 20,  Features Intersected: Van Buren Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2157,  Location: 2.65 mi N of Jct I 10 (Lat: 33.450900,  Lng: -111.982000),  Route carried "on" structure: Ramp State highway 143,  Year Built: 1990,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,297 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,307 (year 2040),  Design Load: HS 20,  Features Intersected: Van Buren Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Better than present minimum 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: Monolithic Concrete

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Structure Number: 2158,  Location: 3.00 mi N of Jct I 10 (Lat: 33.453700,  Lng: -111.982400),  Route carried "on" structure: Ramp State highway 143,  Year Built: 1990,  Status: Open,  Structure Length: 11.77m (38.62ft),  Average Daily Traffic: 5,187 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,197 (year 2038),  Design Load: HS 20,  Features Intersected: SR 143 (Hohokam)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.830,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: 2159,  Location: 2.88 mi N of Jct I 10 (Lat: 33.457800,  Lng: -111.983900),  Route carried "on" structure: Ramp State highway 143,  Year Built: 1991,  Status: Open,  Structure Length: 20.76m (68.11ft),  Average Daily Traffic: 15,896 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,906 (year 2038),  Design Load: HS 20,  Features Intersected: SL 202 and SR 143
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.230,  Lanes on structure: 1,  Lanes under structure: 15,  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: 53.3m (174.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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: 216,  Location: 2.88 mi N Jct I 10 (Lat: 33.458100,  Lng: -111.983700),  Route carried "on" structure: State highway 202,  Year Built: 1990,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 78,171 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 94,589 (year 2040),  Design Load: HS 20,  Features Intersected: SR 143, Hohokam
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 5.633,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 2161,  Location: 2.88 mi N of Jct I 10 (Lat: 33.458400,  Lng: -111.983900),  Route carried "on" structure: State highway 202,  Year Built: 1990,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 79,477 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 94,589 (year 2040),  Design Load: HS 20,  Features Intersected: SR 143 (Hohokam)
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 5.633,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 2165,  Location: Center of TI-Level 4 (Lat: 33.668300,  Lng: -112.116900),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1997,  Status: Open,  Structure Length: 62.64m (205.51ft),  Average Daily Traffic: 14,286 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,296 (year 2039),  Design Load: HS 20,  Features Intersected: Rp N-W; Rp S-E; I17; 101,  Facility Carried by Structure: E- N Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 345.848,  Lanes on structure: 1,  Lanes under structure: 23,  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: 12,  Length of Maximum Span: 58.2m (190.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.8 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 2166,  Location: SW Corner 2nd Level of TI (Lat: 33.668200,  Lng: -112.116900),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1997,  Status: Open,  Structure Length: 20.85m (68.41ft),  Average Daily Traffic: 14,761 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,771 (year 2039),  Design Load: HS 20,  Features Intersected: South Frontage Rd.,  Facility Carried by Structure: East/South Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 345.848,  Lanes on structure: 2,  Lanes under structure: 3,  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: 4,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.22m (72.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: Monolithic Concrete

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Structure Number: 2167,  Location: 3rd Level Center of TI (Lat: 33.667600,  Lng: -112.112800),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1997,  Status: Open,  Structure Length: 29.47m (96.69ft),  Average Daily Traffic: 15,616 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,626 (year 2039),  Design Load: HS 20,  Features Intersected: I 17; 101L; S Frntage Rd,  Facility Carried by Structure: North-West Ramp
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 345.848,  Lanes on structure: 2,  Lanes under structure: 21,  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: 6,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.12m (102.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,000,  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: 2168,  Location: SE Quadrant of 17/101 TI (Lat: 33.667800,  Lng: -112.111700),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1997,  Status: Open,  Structure Length: 14.87m (48.79ft),  Average Daily Traffic: 13,292 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,302 (year 2039),  Design Load: HS 20,  Features Intersected: S Frontage Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 345.848,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior 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: 2169,  Location: 4th Level Center of TI (Lat: 33.669200,  Lng: -112.109600),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1997,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 52.88m (173.49ft),  Average Daily Traffic: 14,251 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,261 (year 2039),  Design Load: HS 20,  Features Intersected: I 17; 101L; 27th Ramp C,  Facility Carried by Structure: West-South Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 345.848,  Lanes on structure: 2,  Lanes under structure: 24,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 217,  Location: N-E Cr 3rd Ll 101/I 17 TI (Lat: 33.669400,  Lng: -112.109600),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1998,  Status: Open,  Structure Length: 37.70m (123.69ft),  Average Daily Traffic: 23,021 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,031 (year 2039),  Design Load: HS 20,  Features Intersected: North Frontage Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.009,  Lanes on structure: 1,  Lanes under structure: 2,  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: 7,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 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,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2171,  Location: 3rd Level I 17/SR 101 TI (Lat: 33.670700,  Lng: -112.113900),  Route carried "on" structure: Ramp State highway 101,  Year Built: 1998,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 42.25m (138.62ft),  Average Daily Traffic: 21,988 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,998 (year 2039),  Design Load: HS 20,  Features Intersected: I 17, SR 101L and S FR
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 37.880,  Lanes on structure: 1,  Lanes under structure: 12,  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: 8,  Length of Maximum Span: 58.8m (192.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2172,  Location: N/W Corner of 101/I 17 TI (Lat: 33.670400,  Lng: -112.114600),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1999,  Status: Open,  Structure Length: 17.13m (56.20ft),  Average Daily Traffic: 12,581 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,591 (year 2039),  Design Load: HS 20,  Features Intersected: North Fontage Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.009,  Lanes on structure: 1,  Lanes under structure: 3,  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: 4,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

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

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Structure Number: 2173,  Location: SW Corner of TI (Lat: 33.668300,  Lng: -112.117500),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1997,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 29,047 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,057 (year 2039),  Design Load: HS 20,  Features Intersected: 27th Avenue,  Facility Carried by Structure: East - N/S Gore
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 345.848,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2174,  Location: Rose Garden & I-17 NB (Lat: 33.671300,  Lng: -112.112600),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1999,  Status: Open,  Structure Length: 25.76m (84.51ft),  Average Daily Traffic: 37,307 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,317 (year 2039),  Design Load: HS 20,  Features Intersected: Rose Garden Ramp B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.170,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: 2175,  Location: NW Corner of 101/I 17 TI (Lat: 33.669400,  Lng: -112.117000),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 2000,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 28,197 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,207 (year 2039),  Design Load: HS 20,  Features Intersected: 27 Ave,  Facility Carried by Structure: N/S-West Gore
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.009,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2176,  Location: SE Quadrant I17/101L JCT (Lat: 33.668400,  Lng: -112.110200),  Route carried "on" structure: Ramp State highway 101,  Year Built: 2000,  Status: Open,  Structure Length: 31.18m (102.30ft),  Average Daily Traffic: 35,372 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,382 (year 2038),  Design Load: HS 20,  Features Intersected: 23rd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.158,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2177,  Location: N/E Corner of 101/I 17 TI (Lat: 33.669200,  Lng: -112.108300),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1999,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 37,272 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,282 (year 2039),  Design Load: HS 20,  Features Intersected: 23rd Ave
Minimum Vertical Clearance: 6.16m (20.21ft),  Kilometerpoint: 346.009,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 2179,  Location: 2nd Level Center of TI (Lat: 33.667800,  Lng: -112.113300),  Route carried "on" structure: Interstate 17,  Year Built: 1997,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 81,372 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 81,382 (year 2039),  Design Load: HS 20,  Features Intersected: 101L & South Front Rd
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 345.816,  Lanes on structure: 5,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.8m (183.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: 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: Bituminous

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Structure Number: 218,  Location: N/W Side of 101/I 17 TI (Lat: 33.669972,  Lng: -112.113472),  Route carried "on" structure: Interstate 17,  Year Built: 1997,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 65,101 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,111 (year 2039),  Design Load: HS 20,  Features Intersected: N Frontage Rd
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 346.009,  Lanes on structure: 5,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2181,  Location: 2nd Ll N Ct 101/I 17 TI (Lat: 33.669778,  Lng: -112.113111),  Route carried "on" structure: Interstate 17,  Year Built: 1997,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 67,759 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 67,769 (year 2039),  Design Load: HS 20,  Features Intersected: North Frontage Rd
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 346.009,  Lanes on structure: 5,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2183,  Location: 1.73 mi W of Jct I 10 (Lat: 33.436300,  Lng: -111.978900),  Route carried "on" structure: State highway 143,  Year Built: 1990,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 66,848 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 66,858 (year 2039),  Design Load: HS 20,  Features Intersected: Sky Harbor Blvd
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 2.784,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 39 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: 40.5m (132.9ft),  Curb-To-Curb Width: 38.7m (127.0ft),  Out-to-Out Width: 40.3m (132.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum 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: Monolithic Concrete

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Structure Number: 2187,  Location: 7 mi W of Jct I 17 (Lat: 33.462300,  Lng: -112.229500),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 14.36m (47.11ft),  Average Daily Traffic: 2,424 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,434 (year 2037),  Design Load: HS 20,  Features Intersected: 7 10 EB-WB & Drain Chnl,  Facility Carried by Structure: 79th Avenue
Minimum Vertical Clearance: 10.49m (34.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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,  Underclear: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 219,  Location: 2.87 mi E of Jct I 17 (Lat: 33.410500,  Lng: -111.995400),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 26,761 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,771 (year 2039),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: 40th Street
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2193,  Location: 7.0 mi N Jct I-10 (Lat: 33.558300,  Lng: -112.038100),  Route carried "on" structure: State highway 51,  Year Built: 1993,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 168,878 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,888 (year 2038),  Design Load: HS 20,  Features Intersected: Northern Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.282,  Lanes on structure: 10,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.4m (165.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous