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

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Structure Number: 2778,  Location: 500 ft N I-10 @ Washing (Lat: 33.451700,  Lng: -112.037300),  Route carried "on" structure: Ramp State highway 51,  Year Built: 2004,  Status: Open,  Structure Length: 29.99m (98.39ft),  Average Daily Traffic: 14,420 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,430 (year 2039),  Design Load: HS 20,  Features Intersected: I-10 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.330,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2845,  Location: I-17/SR 74 Interchange (Lat: 33.798200,  Lng: -112.136100),  Route carried "on" structure: State highway 74,  Year Built: 2008,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 32,554 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,564 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I-17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.280,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 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: 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: 287,  Location: 4.2-mi. N of I-17/101L (Lat: 33.729200,  Lng: -112.120253),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 2008,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 3,236 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,246 (year 2039),  Design Load: HS 20,  Features Intersected: Skunk Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 352.688,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2871,  Location: 4.2-mi. N of I-17/101L (Lat: 33.728872,  Lng: -112.121425),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 2008,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 2,984 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,994 (year 2039),  Design Load: HS 20,  Features Intersected: Skunk Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 352.623,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 70.8 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 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2872,  Location: I-17 at Jomax Road (Lat: 33.725667,  Lng: -112.120139),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 16,750 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,760 (year 2039),  Design Load: HS 20,  Features Intersected: I-17,  Facility Carried by Structure: Jomax Rd EB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 36.4m (119.4ft)

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

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Structure Number: 2874,  Location: 3 mi S Jct SR 74 (Lat: 33.754600,  Lng: -112.126700),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 4,954 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,964 (year 2039),  Design Load: HS 20,  Features Intersected: I-17,  Facility Carried by Structure: Dixileta Drive
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 18.2m (59.7ft)

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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to 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: 2875,  Location: 1.9 mi S Jct SR 74 (Lat: 33.771300,  Lng: -112.129600),  Route carried "on" structure: Interstate 17,  Year Built: 2009,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 54,651 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,661 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Ramp EN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 357.451,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 4 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: 51.5m (169.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 80.7 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: Equal to present desirable 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2877,  Location: 2.0 mi S Jct SR 74 (Lat: 33.768942,  Lng: -112.129039),  Route carried "on" structure: Interstate 17,  Year Built: 2009,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 54,651 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,661 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: Lone Mountain Rd (L303)
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 357.178,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  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: 29.9m (98.1ft),  Curb-To-Curb Width: 32.6m (107.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2878,  Location: 2.0 mi S Jct SR 74 (Lat: 33.768900,  Lng: -112.129500),  Route carried "on" structure: Interstate 17,  Year Built: 2009,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 62,341 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 62,351 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Lone Mountain RD (L303)
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 357.178,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  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: 29.9m (98.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2882,  Location: Jct L101 (Lat: 33.671003,  Lng: -111.998403),  Route carried "on" structure: Ramp State highway 51,  Year Built: 2008,  Status: Open,  Structure Length: 57.21m (187.70ft),  Average Daily Traffic: 2,081 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,091 (year 2038),  Design Load: HS 20,  Features Intersected: L101 EB
Minimum Vertical Clearance: 6.31m (20.70ft),  Kilometerpoint: 25.090,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

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: 34.5 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: Meets minimum limits,  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

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Structure Number: 2883,  Location: Jct L101 (Lat: 33.670892,  Lng: -111.998675),  Route carried "on" structure: Ramp State highway 51,  Year Built: 2008,  Status: Open,  Structure Length: 61.05m (200.30ft),  Average Daily Traffic: 2,674 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,684 (year 2038),  Design Load: HS 20,  Features Intersected: L101 EB
Minimum Vertical Clearance: 5.37m (17.62ft),  Kilometerpoint: 25.090,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

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: 34.5 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: Meets minimum limits,  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

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Structure Number: 2884,  Location: 0.6 mi S Jct L101 (Lat: 33.664433,  Lng: -111.999753),  Route carried "on" structure: Ramp State highway 51,  Year Built: 2008,  Status: Open,  Structure Length: 14.45m (47.41ft),  Average Daily Traffic: 4,755 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,765 (year 2038),  Design Load: HS 20,  Features Intersected: Low Flow Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.550,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.8 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2892,  Location: 3.6 mi South Jct SR74 (Lat: 33.746650,  Lng: -112.125022),  Route carried "on" structure: ServiceState highway 17,  Year Built: 2009,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,010 (year 2040),  Design Load: HS 20,  Features Intersected: CAP Canal
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 354.667,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2903,  Location: 0.5 M S of Carefree Hwy (Lat: 33.780800,  Lng: -112.132300),  Route carried "on" structure: Ramp State highway 17,  Year Built: 2010,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 6,235 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,245 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Ramp SW,  Facility Carried by Structure: Sonoran Bouleverd
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 358.562,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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 desirable criteria,  Deck Geometry: Equal to 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: 2912,  Location: 3.9 mi W Jct I-17 (Lat: 33.781847,  Lng: -112.194375),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 11.98m (39.30ft),  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: Deadman Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.551,  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: 3,  Length of Maximum Span: 39.6m (129.9ft),  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: 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: 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: 292,  Location: 1.9 mi W Jct I-17 (Lat: 33.768867,  Lng: -112.163533),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 2.32m (7.61ft),  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 N3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.705,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  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: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 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,  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: 2921,  Location: 1.9 mi W Jct I-17 (Lat: 33.769303,  Lng: -112.163539),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 2.32m (7.61ft),  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 N3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.705,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  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: 22.3m (73.2ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.6 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: 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: 2924,  Location: 400 ft W Jct I-17 (Lat: 33.769428,  Lng: -112.132419),  Route carried "on" structure: State highway 303,  Year Built: 2010,  Status: Open,  Structure Length: 3.41m (11.19ft),  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: Ramp E-N
Minimum Vertical Clearance: 11.58m (37.99ft),  Kilometerpoint: 223.586,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.8 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  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: 2927,  Location: 1.73 mi N of Jct I-10 (Lat: 33.436300,  Lng: -111.979200),  Route carried "on" structure: Ramp State highway 143,  Year Built: 2011,  Status: Open,  Structure Length: 50.96m (167.19ft),  Average Daily Traffic: 9,712 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,722 (year 2036),  Design Load: HL 93,  Features Intersected: SR143/Sky Harbor Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.688,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 42.7m (140.1ft),  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: 32.7 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: 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: Monolithic Concrete

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Structure Number: 5411,  Location: 0.1 mi South Jct US 60 (Lat: 33.388889,  Lng: -111.966667),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 150,865 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 150,875 (year 2035),  Design Load: HS 20,  Features Intersected: Western Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 249.464,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2017)

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Structure Number: 5414,  Location: EB off ramp to Elliot Rd (Lat: 33.349900,  Lng: -111.972800),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 116,828 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 116,838 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.860,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Total Project Cost: $1,000 ( Estimate for 2021)

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Structure Number: 5416,  Location: 3.1 mi S of Jct US 60 (Lat: 33.343600,  Lng: -111.972700),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 206,711 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 206,721 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 254.480,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021

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Structure Number: 5418,  Location: 3.5 mi S of Jct US 60 (Lat: 33.339400,  Lng: -111.972600),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 206,711 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 206,721 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 254.940,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.2 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: 0.73m (2.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021

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Structure Number: 542,  Location: 3.7 mi S of Jct US 60 (Lat: 33.334700,  Lng: -111.973200),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 206,711 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 206,721 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 255.430,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021

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Structure Number: 5732,  Location: 10.8 mi N Jct US 60 (Lat: 33.632700,  Lng: -112.116200),  Route carried "on" structure: Interstate 17,  Year Built: 1964,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 200,470 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 200,480 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 342.080,  Lanes on structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 5734,  Location: 9.8 mi S Jct SR 74 (Lat: 33.657300,  Lng: -112.114300),  Route carried "on" structure: Interstate 17,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 164,237 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 164,247 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 344.780,  Lanes on structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 676,  Location: 0.1 mi North Jct I 10 (Lat: 33.463614,  Lng: -112.220539),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1985,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 36,546 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,556 (year 2037),  Design Load: HS 20,  Features Intersected: Papago Drain,  Facility Carried by Structure: 75th Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.965,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 84.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Total Project Cost: $1,000

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Structure Number: 6776,  Location: 0.1 mi N Jct I 10 (Lat: 33.463828,  Lng: -112.203369),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1983,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 100 (year 2017),  Average Future Daily Traffic: 110 (year 2037),  Design Load: HS 20,  Features Intersected: Papago W,  Facility Carried by Structure: 67th Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.526,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019

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Structure Number: 6777,  Location: 0.1 mi North of Jct I 10 (Lat: 33.464011,  Lng: -112.186386),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1984,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 185,167 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 185,177 (year 2039),  Design Load: HS 20,  Features Intersected: Papago W,  Facility Carried by Structure: 59th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 223.240,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Total Project Cost: $1,000

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Structure Number: 6799,  Location: 0.1 mi North Jct I 10 (Lat: 33.463311,  Lng: -112.238158),  Route carried "on" structure: ServiceState highway 10,  Year Built: 1984,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 25,981 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,991 (year 2038),  Design Load: HS 20,  Features Intersected: Papago Drain,  Facility Carried by Structure: 83rd Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.410,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2014)

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Structure Number: 6869,  Location: 2.18 mi W Jct I-17 (Lat: 33.672222,  Lng: -112.152778),  Route carried "on" structure: State highway 101,  Year Built: 1992,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 163,830 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 163,840 (year 2039),  Design Load: HS 20,  Features Intersected: Skunk Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.160,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 63.4m (208.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000 ( Estimate for 2021)

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Structure Number: 687,  Location: 1.56 mi W Jct I-17 (Lat: 33.672222,  Lng: -112.144444),  Route carried "on" structure: State highway 101,  Year Built: 1992,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 7,936 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,946 (year 2040),  Design Load: HS 20,  Features Intersected: Scatter Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.160,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000 ( Estimate for 2021)

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Structure Number: 6873,  Location: 2.7 mi E of Jct I 10 (Lat: 33.466667,  Lng: -112.002778),  Route carried "on" structure: ServiceState highway 202,  Year Built: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 16,333 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,343 (year 2034),  Design Load: HS 20,  Features Intersected: E Papago Drain,  Facility Carried by Structure: 40th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 48.0m (157.5ft)

Condition: Channel: Satisfactory,  Culverts: Very 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 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 48 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: 6887,  Location: 2.7 mi S of Jct I 10 (Lat: 33.238889,  Lng: -111.983333),  Route carried "on" structure: State highway 347,  Year Built: 1992,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 43,497 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,815 (year 2041),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 300.223,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2016)

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Structure Number: 6992,  Location: 6.98 mi N of I 10 (Lat: 33.557700,  Lng: -112.038100),  Route carried "on" structure: State highway 51,  Year Built: 1991,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 159,464 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 159,474 (year 2036),  Design Load: HS 20,  Features Intersected: Dreamy Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.240,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2014)

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Structure Number: 7029,  Location: N side of Sweetwater Av (Lat: 33.604500,  Lng: -112.009500),  Route carried "on" structure: State highway 51,  Year Built: 1996,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 122,692 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 122,702 (year 2036),  Design Load: HS 20,  Features Intersected: Sweetwater Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.790,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000 ( Estimate for 2014)

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Structure Number: 7031,  Location: 0.1 mi E of SR 51 (Lat: 33.611900,  Lng: -112.008900),  Route carried "on" structure: ServiceState highway 51,  Year Built: 1995,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 24,588 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,598 (year 2037),  Design Load: HS 20,  Features Intersected: Indian Bend Wash,  Facility Carried by Structure: Thundrbrd Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.610,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021

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Structure Number: 704,  Location: MP 30.8 WB 101 (Lat: 33.671306,  Lng: -111.996667),  Route carried "on" structure: State highway 101,  Year Built: 2002,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 186,227 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 186,237 (year 2037),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Pima Freeway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.568,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 26 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018

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Structure Number: 7048,  Location: 0.62 mi E 56th St. (Lat: 33.663753,  Lng: -111.950469),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 160,835 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 160,845 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.124,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 7049,  Location: 0.8 mi E. 56th. St. (Lat: 33.662872,  Lng: -111.947667),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 160,835 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 160,845 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.414,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2018)

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Structure Number: 705,  Location: 0.85 mi E. 56th. St. (Lat: 33.662681,  Lng: -111.946778),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 160,835 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 160,845 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.495,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2018)

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Structure Number: 7051,  Location: 1.03 mi E. 56th St. (Lat: 33.662064,  Lng: -111.944028),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 160,835 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 160,845 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.784,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2018)

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Structure Number: 7052,  Location: 1.1 mi E. 56th. St. (Lat: 33.661472,  Lng: -111.943139),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 160,835 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 160,845 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.897,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 7054,  Location: 0.58 W Scottsdale Rd. (Lat: 33.660175,  Lng: -111.934900),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 160,835 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 160,845 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.621,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)