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

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Structure Number: 1983,  Location: 0.82 mi S Jct SL 202 (Lat: 33.451600,  Lng: -112.037100),  Route carried "on" structure: Interstate 10,  Year Built: 1986,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 62,442 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 62,452 (year 2037),  Design Load: HS 20,  Features Intersected: Van Buren Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.054,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Somewhat better than minimum adequacy,  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: 1984,  Location: 0.4 mi N Jct I 10 (Lat: 33.480600,  Lng: -112.113400),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 37,752 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,762 (year 2039),  Design Load: HS 20,  Features Intersected: I 17,  Facility Carried by Structure: Thomas Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 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: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1985,  Location: 1.0 mi N of Jct I 17 (Lat: 33.441500,  Lng: -112.037600),  Route carried "on" structure: Interstate 10,  Year Built: 1988,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 101,359 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 101,369 (year 2037),  Design Load: HS 20,  Features Intersected: Sky Harbor Circle
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.165,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1986,  Location: 1.0 mi N of Jct I 17 (Lat: 33.441500,  Lng: -112.037100),  Route carried "on" structure: Interstate 10,  Year Built: 1988,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 100,427 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 100,437 (year 2037),  Design Load: HS 20,  Features Intersected: Grant Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.165,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1987,  Location: 0.4 mi E of Jct I 10 (Lat: 33.437600,  Lng: -112.030600),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1986,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 30,281 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,291 (year 2039),  Design Load: HS 20,  Features Intersected: 24th St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.114,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1988,  Location: 1.2 mi N Jct I 17 (Lat: 33.443900,  Lng: -112.038200),  Route carried "on" structure: ServiceState highway 10,  Year Built: 1987,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 6,004 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,014 (year 2039),  Design Load: HS 20,  Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.827,  Lanes on structure: 1,  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: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1989,  Location: 1.2 mi N Jct I 17 (Lat: 33.443900,  Lng: -112.036600),  Route carried "on" structure: ServiceState highway 10,  Year Built: 1987,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 6,556 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,566 (year 2039),  Design Load: HS 20,  Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.827,  Lanes on structure: 1,  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: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: 199,  Location: 0.7 mi N Jct I 17 (Lat: 33.436600,  Lng: -112.037900),  Route carried "on" structure: Interstate 10,  Year Built: 1988,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 123,302 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 123,312 (year 2039),  Design Load: HS 20,  Features Intersected: Buckeye Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.615,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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: 1991,  Location: 0.7 mi N Jct I 17 (Lat: 33.436600,  Lng: -112.037400),  Route carried "on" structure: Interstate 10,  Year Built: 1988,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 120,933 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 120,943 (year 2039),  Design Load: HS 20,  Features Intersected: Buckeye Road
Minimum Vertical Clearance: 5.45m (17.88ft),  Kilometerpoint: 239.631,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum 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: 1992,  Location: 0.3 mi N Jct I 17 (Lat: 33.431600,  Lng: -112.037800),  Route carried "on" structure: Interstate 10,  Year Built: 1988,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 83,423 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 83,433 (year 2037),  Design Load: HS 20,  Features Intersected: Sky Harbor Cir.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.275,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

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: 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: Superior to present desirable criteria,  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: 1993,  Location: 0.3 mi N Jct I 17 (Lat: 33.431600,  Lng: -112.037400),  Route carried "on" structure: Interstate 10,  Year Built: 1988,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 78,938 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 78,948 (year 2037),  Design Load: HS 20,  Features Intersected: Sky Harbor Cir
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.275,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.2m (99.1ft)

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: 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: Equal to present minimum criteria,  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: 1994,  Location: at SE Jct I 17 (Lat: 33.428300,  Lng: -112.036900),  Route carried "on" structure: Interstate 10,  Year Built: 1988,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 103,553 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 103,563 (year 2039),  Design Load: HS 20,  Features Intersected: SB 17-WB 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.645,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1995,  Location: at SE Jct of I 17 (Lat: 33.428700,  Lng: -112.036800),  Route carried "on" structure: Interstate 10,  Year Built: 1988,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 99,600 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 99,610 (year 2039),  Design Load: HS 20,  Features Intersected: SB 17-WB 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.613,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

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

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Structure Number: 1996,  Location: at SE Junction of I 17 (Lat: 33.427100,  Lng: -112.038200),  Route carried "on" structure: Interstate 17,  Year Built: 1988,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 61,420 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,430 (year 2039),  Design Load: HS 20,  Features Intersected: WB 10 Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 315.142,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 47.2m (154.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1997,  Location: at SE Jct With I 17 (Lat: 33.427900,  Lng: -112.035200),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1987,  Status: Open,  Structure Length: 22.92m (75.20ft),  Average Daily Traffic: 76,449 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 76,459 (year 2039),  Design Load: HS 20,  Features Intersected: I 10 & SB 17-WB 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 314.965,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 24.38m (79.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,000,  Total Project Cost: $5,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1998,  Location: 4.15 E of Jct I 17 (Lat: 33.461900,  Lng: -112.041600),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1987,  Status: Open,  Structure Length: 45.14m (148.10ft),  Average Daily Traffic: 31,996 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,006 (year 2039),  Design Load: HS 20,  Features Intersected: WB10, Rmp EN, WS, SS, NN,  Facility Carried by Structure: HOV Ramp
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 236.976,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2,  Location: 0.3 mi E Jct I 17 (Lat: 33.431300,  Lng: -112.037300),  Route carried "on" structure: Interstate 10,  Year Built: 1988,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 162,409 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 162,419 (year 2037),  Design Load: HS 20,  Features Intersected: 24th Street
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 241.257,  Lanes on structure: 13,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 75.6m (248.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 73.8m (242.1ft),  Out-to-Out Width: 74.7m (245.1ft)

Condition: Deck: Satisfactory,  Superstructure: 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2012,  Location: 2.0 mi E Jct I-19 (Lat: 32.178100,  Lng: -110.947300),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1987,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 7,700 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,710 (year 2038),  Design Load: HS 20,  Features Intersected: Ajo Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 422.260,  Lanes on structure: 1,  Lanes under structure: 4,  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: 28.0m (91.9ft),  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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2013,  Location: 8.5 mi N of Jct SR 88 (Lat: 33.727700,  Lng: -111.211500),  Route carried "on" structure: State highway 188,  Year Built: 1985,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 894 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 904 (year 2040),  Design Load: HS 20,  Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 401.692,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.1 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2014,  Location: 7.6 mi N of Jct SR 88 (Lat: 33.717700,  Lng: -111.205100),  Route carried "on" structure: State highway 188,  Year Built: 1985,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 894 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 904 (year 2040),  Design Load: HS 20,  Features Intersected: Cholla Bay
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 400.276,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

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

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Structure Number: 2016,  Location: 3.8 mi South of Jct US 60 (Lat: 33.334400,  Lng: -111.972600),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 32,600 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,610 (year 2035),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: Warner Road
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 24.4m (80.1ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.11m (29.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,000,  Total Project Cost: $3,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2017,  Location: 4.8 mi South of Jct US 60 (Lat: 33.319900,  Lng: -111.972700),  Route carried "on" structure: City street ,  Year Built: 1986,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 37,100 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,110 (year 2035),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: Ray Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 41.9m (137.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 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: Equal to present minimum 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: 2021,  Location: 0.3 mi E I 10 (Lat: 33.462000,  Lng: -112.030700),  Route carried "on" structure: State highway 202,  Year Built: 1987,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 207,172 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 235,000 (year 2037),  Design Load: HS 20,  Features Intersected: 24th St
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.127,  Lanes on structure: 9,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 74.1m (243.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2022,  Location: 1.7 mi E of Jct I 10 (Lat: 33.460800,  Lng: -112.013200),  Route carried "on" structure: State highway 202,  Year Built: 1988,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 199,629 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 231,000 (year 2037),  Design Load: HS 20,  Features Intersected: 32nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 9,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.3m (155.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2023,  Location: 2.0 mi E of Jct I 10 (Lat: 33.459600,  Lng: -112.008900),  Route carried "on" structure: State highway 202,  Year Built: 1990,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 199,629 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 231,000 (year 2037),  Design Load: HS 20,  Features Intersected: Grand Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.235,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 56.4m (185.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 56.5m (185.4ft),  Out-to-Out Width: 58.1m (190.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2024,  Location: 2.7 mi E of Jct I 10 (Lat: 33.459200,  Lng: -111.995500),  Route carried "on" structure: State highway 202,  Year Built: 1989,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 140,284 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 163,318 (year 2037),  Design Load: HS 20,  Features Intersected: 40th Street
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 3.943,  Lanes on structure: 11,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 49.3m (161.7ft),  Out-to-Out Width: 50.9m (167.0ft)

Condition: Deck: Satisfactory,  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: 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: 2031,  Location: 0.3 mi E Jct I 10 (Lat: 33.437700,  Lng: -112.034400),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1988,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 7,894 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,904 (year 2037),  Design Load: HS 20,  Features Intersected: 24th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.969,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 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: Equal to present minimum criteria,  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: 2032,  Location: 0.3 mi E Jct I 10 (Lat: 33.437700,  Lng: -112.034700),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1988,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 8,342 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,352 (year 2037),  Design Load: HS 20,  Features Intersected: 24th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.969,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

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

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Structure Number: 2033,  Location: 0.1 mi N of I 10 (Lat: 33.462200,  Lng: -112.083000),  Route carried "on" structure: ,  Year Built: 1988,  Status: Open,  Structure Length: 13.44m (44.09ft),  Design Load: Pedestrian,  Features Intersected: 7th Avenue,  Facility Carried by Structure: 7th Ave Ped OP
Kilometerpoint: 0.000,  Lanes under structure: 8,  Owner: State Highway Agency,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 2.4m (7.9ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Structural Evaluation: Equal to present minimum criteria,  Underclear: Equal to 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: 2055,  Location: 12.3 mi N of Jct US 60 (Lat: 33.654400,  Lng: -112.114500),  Route carried "on" structure: Interstate 17,  Year Built: 1989,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 182,099 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 182,109 (year 2039),  Design Load: HS 20,  Features Intersected: Union Hills Drive
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 344.367,  Lanes on structure: 11,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 61.3m (201.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 61.3m (201.1ft),  Out-to-Out Width: 64.3m (211.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 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: 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: Bituminous

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Structure Number: 207,  Location: 22.19 mi N of Jct I 10 (Lat: 33.669300,  Lng: -112.135000),  Route carried "on" structure: State highway 101,  Year Built: 1992,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 75,818 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,094 (year 2040),  Design Load: HS 20,  Features Intersected: 35th Avenue
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 35.711,  Lanes on structure: 9,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 31 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: 29.3m (96.1ft),  Curb-To-Curb Width: 46.1m (151.2ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 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: Equal to 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: Bituminous

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Structure Number: 2081,  Location: 3.95 mi N/I 10 (Lat: 33.494000,  Lng: -112.264400),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 17,394 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,404 (year 2040),  Design Load: HS 20,  Features Intersected: Loop 101,  Facility Carried by Structure: Indian School Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 36.0m (118.1ft)

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

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Structure Number: 2082,  Location: 5.00 mi North of I 10 (Lat: 33.508200,  Lng: -112.269100),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 135,617 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 182,331 (year 2040),  Design Load: HS 20,  Features Intersected: Camelback Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.1m (207.0ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

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

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Structure Number: 2086,  Location: 2.93 mi North of I 10 (Lat: 33.479200,  Lng: -112.263900),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 134,044 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 182,999 (year 2040),  Design Load: HS 20,  Features Intersected: Thomas Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.720,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

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: 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 minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2087,  Location: 12.8 mi N of Jct US 60 (Lat: 33.662000,  Lng: -112.114300),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 14,138 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,148 (year 2039),  Design Load: HS 20,  Features Intersected: I 17,  Facility Carried by Structure: Yorkshire Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  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: 36.9m (121.1ft),  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: Satisfactory,  Substructure: Good,  Operating Rating: 86.2 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: 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: 2115,  Location: 4.24 mi E of Jct I 17 (Lat: 33.462500,  Lng: -112.033600),  Route carried "on" structure: Ramp State highway 202,  Year Built: 1989,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 36,434 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,444 (year 2039),  Design Load: HS 20,  Features Intersected: 24th St WB On Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 1,  Lanes under structure: 1,  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: 40.5m (132.9ft),  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: 78.0 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 minimum criteria,  Underclear: Superior to present desirable criteria,  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: 2116,  Location: 4.24 mi E Jct I 17 (Lat: 33.461500,  Lng: -112.033600),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1989,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 35,190 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,200 (year 2039),  Design Load: HS 20,  Features Intersected: 24th St EB Off Ramp,  Facility Carried by Structure: EB 202 Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.008,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.0 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: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  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: 2123,  Location: at Jct with SL 202 & (Lat: 33.463700,  Lng: -112.037500),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1989,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 51,471 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,481 (year 2039),  Design Load: HS 20,  Features Intersected: McDowell Rd Off Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 236.992,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

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: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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: 2125,  Location: at Jct I 10, SL 202, SR 5 (Lat: 33.463700,  Lng: -112.038800),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1990,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 18,296 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,306 (year 2039),  Design Load: HS 20,  Features Intersected: None
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 236.992,  Lanes on structure: 1,  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: 39.0m (128.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 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: Equal to present minimum criteria,  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: 2126,  Location: at Jct SR 51 & SL 202 (Lat: 33.461300,  Lng: -112.040100),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1990,  Status: Open,  Structure Length: 31.36m (102.89ft),  Average Daily Traffic: 20,928 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,938 (year 2039),  Design Load: HS 20,  Features Intersected: 10/51/202
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 237.008,  Lanes on structure: 1,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2127,  Location: Jct I 10, SL 202, SR 51 (Lat: 33.463600,  Lng: -112.038700),  Route carried "on" structure: Ramp State highway 51,  Year Built: 1990,  Status: Open,  Structure Length: 55.87m (183.30ft),  Average Daily Traffic: 26,420 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,430 (year 2039),  Design Load: HS 20,  Features Intersected: 10/51/202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 53.3m (174.9ft),  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: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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