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

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Structure Number: 2455,  Location: 10.53 N/I 10 (Lat: 33.597000,  Lng: -112.009800),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 49,292 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 49,302 (year 2038),  Design Load: HS 20,  Features Intersected: SR 51,  Facility Carried by Structure: Cactus Rd
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2456,  Location: 11 mi N of I 10 (Lat: 33.604189,  Lng: -112.009508),  Route carried "on" structure: State highway 51,  Year Built: 1999,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 132,576 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 132,586 (year 2038),  Design Load: HS 20,  Features Intersected: Sweetwater Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.751,  Lanes on structure: 10,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.3m (165.0ft)

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

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Structure Number: 2457,  Location: 11.54 mi North of I 10 (Lat: 33.611589,  Lng: -112.009547),  Route carried "on" structure: State highway 51,  Year Built: 2000,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 132,576 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 132,586 (year 2038),  Design Load: HS 20,  Features Intersected: Thunderbird Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.572,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  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: 34.1m (111.9ft),  Curb-To-Curb Width: 41.2m (135.2ft),  Out-to-Out Width: 42.9m (140.7ft)

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

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Structure Number: 246,  Location: 0.25 mi S of Greenway (Lat: 33.623000,  Lng: -112.008700),  Route carried "on" structure: ,  Year Built: 2000,  Status: Open,  Structure Length: 14.75m (48.39ft),  Design Load: Pedestrian,  Features Intersected: SR 51,  Facility Carried by Structure: Nisbet Rd Ped OP
Kilometerpoint: 0.000,  Lanes under structure: 10,  Owner: State Highway Agency,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 39.6m (129.9ft),  Out-to-Out Width: 3.0m (9.8ft)

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

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Structure Number: 2464,  Location: 101L mi 24.66 (Lat: 33.669200,  Lng: -112.091500),  Route carried "on" structure: City street ,  Year Built: 2000,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 7.98m (26.18ft),  Average Daily Traffic: 1,852 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,862 (year 2038),  Design Load: HS 20,  Features Intersected: SR 101L,  Facility Carried by Structure: 15th Avenue
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.0m (111.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 78.0 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2465,  Location: 1.7 mi E I-17 (Lat: 33.668400,  Lng: -112.082900),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 19,007 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,017 (year 2038),  Design Load: HS 20,  Features Intersected: SR 101L,  Facility Carried by Structure: 7th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2466,  Location: 0.8 mi E of 7th Ave (Lat: 33.669300,  Lng: -112.070900),  Route carried "on" structure: ServiceState highway 101,  Year Built: 1999,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 3,716 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,726 (year 2038),  Design Load: HS 20,  Features Intersected: Cave Creek Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.634,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2468,  Location: between Bell Rd & Greenwa (Lat: 33.633500,  Lng: -112.004500),  Route carried "on" structure: ,  Year Built: 1999,  Status: Open,  Structure Length: 6.64m (21.78ft),  Design Load: Pedestrian,  Features Intersected: SR 51,  Facility Carried by Structure: Paradise Ln Ped OP
Kilometerpoint: 0.000,  Lanes under structure: 10,  Owner: State Highway Agency,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Out-to-Out Width: 3.0m (9.8ft)

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

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Structure Number: 2469,  Location: 1.00 mi E of 7th Avenue (Lat: 33.668900,  Lng: -112.065900),  Route carried "on" structure: State highway 101,  Year Built: 2001,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 90,426 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 90,436 (year 2037),  Design Load: HS 20,  Features Intersected: 7th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.149,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 247,  Location: 1 mi W Cave Cr/Beardsley (Lat: 33.669000,  Lng: -112.049100),  Route carried "on" structure: State highway 101,  Year Built: 2001,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 88,810 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 111,500 (year 2037),  Design Load: HS 20,  Features Intersected: 16th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.726,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 29.4m (96.5ft)

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: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: Bituminous

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Structure Number: 2471,  Location: SE Deer Valley & 16th (Lat: 33.671200,  Lng: -112.035100),  Route carried "on" structure: State highway 101,  Year Built: 2001,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 176,720 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 223,000 (year 2037),  Design Load: HS 20,  Features Intersected: Cave Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.416,  Lanes on structure: 10,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.9m (137.5ft),  Skew: 31 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: 55.5m (182.1ft),  Curb-To-Curb Width: 41.9m (137.5ft),  Out-to-Out Width: 43.7m (143.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2472,  Location: 1 mi E Cave Cr/Beardsley (Lat: 33.672900,  Lng: -112.014000),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 63,064 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 129,000 (year 2037),  Design Load: HS 20,  Features Intersected: 32nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.977,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2473,  Location: 0.6 mi W Jct SR 51 (Lat: 33.673000,  Lng: -112.010700),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 63,064 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,074 (year 2037),  Design Load: HS 20,  Features Intersected: CAP Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.299,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 58.8m (192.9ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 29.4m (96.5ft)

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: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  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: Bituminous

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Structure Number: 2474,  Location: 0.5 mi W Jct SR 51 (Lat: 33.673000,  Lng: -112.008400),  Route carried "on" structure: State highway 101,  Year Built: 2000,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 63,064 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 129,000 (year 2037),  Design Load: HS 20,  Features Intersected: Low Flow Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.492,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 28.4m (93.2ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  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: Bituminous

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Structure Number: 2475,  Location: 1.3 mi E Jct SR 51 (Lat: 33.673100,  Lng: -111.978000),  Route carried "on" structure: State highway 101,  Year Built: 2001,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 80,125 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 129,000 (year 2037),  Design Load: HS 20,  Features Intersected: Tatum Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.389,  Lanes on structure: 5,  Lanes under structure: 7,  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: 3,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: Better than present minimum criteria,  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: Bituminous

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Structure Number: 2476,  Location: 1.3 mi E Jct SR 51 (Lat: 33.672800,  Lng: -111.978000),  Route carried "on" structure: State highway 101,  Year Built: 2001,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 80,709 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 129,000 (year 2037),  Design Load: HS 20,  Features Intersected: Tatum Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.389,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2495,  Location: 8.0 mi S 101L/I 17 TI (Lat: 33.553200,  Lng: -112.112700),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 36,858 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,868 (year 2039),  Design Load: HS 20,  Features Intersected: I 17,  Facility Carried by Structure: Northern Ave
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 32.7m (107.3ft),  Out-to-Out Width: 59.2m (194.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2496,  Location: 14.0 mi N Jct I 10 (Lat: 33.567600,  Lng: -112.117600),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 46,409 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,419 (year 2039),  Design Load: HS 20,  Features Intersected: I 17,  Facility Carried by Structure: Dunlap Ave
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 56.1m (184.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Monolithic Concrete

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Structure Number: 2528,  Location: 10.0 mi S of I 17/101 TI (Lat: 33.524100,  Lng: -112.112600),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 44,557 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,567 (year 2039),  Design Load: HS 20,  Features Intersected: I 17,  Facility Carried by Structure: Bethany Home Rd
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Monolithic Concrete

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Structure Number: 2532,  Location: 11 mi S of I 17/101 TI (Lat: 33.509500,  Lng: -112.112700),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 42,206 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,216 (year 2039),  Design Load: HS 20,  Features Intersected: I 17,  Facility Carried by Structure: Camelback Rd
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 5.2m (17.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Monolithic Concrete

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Structure Number: 2533,  Location: 9.0 mi S 101L/I 17 TI (Lat: 33.538600,  Lng: -112.112600),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 44,019 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,029 (year 2039),  Design Load: HS 20,  Features Intersected: I 17,  Facility Carried by Structure: Glendale Avenue
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 5.8m (19.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of 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: Monolithic Concrete

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Structure Number: 254,  Location: 1 mi E Cave Cr/Beardsley (Lat: 33.672800,  Lng: -112.013800),  Route carried "on" structure: State highway 101,  Year Built: 2001,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 63,377 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 129,000 (year 2037),  Design Load: HS 20,  Features Intersected: 32nd St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.025,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.3 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2541,  Location: 0.6 mi W Jct SR 51 (Lat: 33.672800,  Lng: -112.010500),  Route carried "on" structure: State highway 101,  Year Built: 2001,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 63,377 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,387 (year 2037),  Design Load: HS 20,  Features Intersected: CAP Canal Bridge EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.331,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.6 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,  Waterway Adequacy: Equal to present desirable criteria,  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: Bituminous

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Structure Number: 2542,  Location: 0.5 mi W Jct SR 51 (Lat: 33.672700,  Lng: -112.008200),  Route carried "on" structure: State highway 101,  Year Built: 2001,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 63,377 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 129,000 (year 2037),  Design Load: HS 20,  Features Intersected: Low Flow Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.540,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2543,  Location: 2.4 mi E Jct SR 51 (Lat: 33.667700,  Lng: -111.960100),  Route carried "on" structure: State highway 101,  Year Built: 2001,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 80,125 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 129,000 (year 2037),  Design Load: HS 20,  Features Intersected: 56th Street
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 52.127,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 2 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: 31.7m (104.0ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2544,  Location: 2.4 mi E Jct SR 51 (Lat: 33.668100,  Lng: -111.960100),  Route carried "on" structure: State highway 101,  Year Built: 2001,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 80,709 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 129,000 (year 2037),  Design Load: HS 20,  Features Intersected: 56 Street
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 52.127,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 2 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: 31.7m (104.0ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2552,  Location: 5.00 mi North of I 10 (Lat: 33.508200,  Lng: -112.269300),  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: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 2553,  Location: 2.93 mi North / I 10 (Lat: 33.479200,  Lng: -112.264100),  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: 3,  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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2586,  Location: Maryland Ave & I-17 (Lat: 33.531500,  Lng: -112.112700),  Route carried "on" structure: ,  Year Built: 2004,  Status: Open,  Structure Length: 7.62m (25.00ft),  Design Load: Pedestrian,  Features Intersected: I17,  Facility Carried by Structure: Maryland Avenue
Kilometerpoint: 0.000,  Lanes under structure: 8,  Owner: State Highway Agency,  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 18,  Length of Maximum Span: 41.1m (134.8ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2616,  Location: 0.25 mi W of L101/L202 (Lat: 33.291700,  Lng: -111.896500),  Route carried "on" structure: Ramp State highway 101,  Year Built: 2004,  Status: Open,  Structure Length: 19.48m (63.91ft),  Average Daily Traffic: 11,478 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,488 (year 2041),  Design Load: HS 20,  Features Intersected: SR 202L, Ramps A, B,  Facility Carried by Structure: Ramp E-N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.138,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

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

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Structure Number: 262,  Location: 1mi S of Chandler Blvd. (Lat: 33.294100,  Lng: -111.894300),  Route carried "on" structure: Ramp State highway 101,  Year Built: 2004,  Status: Open,  Structure Length: 47.00m (154.20ft),  Average Daily Traffic: 27,324 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,334 (year 2041),  Design Load: HS 20,  Features Intersected: 202 loop
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.993,  Lanes on structure: 2,  Lanes under structure: 24,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 62.2m (204.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 269,  Location: 0.5 m W I-17/1.2 m N I-10 (Lat: 33.480700,  Lng: -112.116200),  Route carried "on" structure: US 60,  Year Built: 2003,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 33,994 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,004 (year 2037),  Design Load: HS 20,  Features Intersected: Thomas Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.203,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.9m (94.8ft)

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

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Structure Number: 2717,  Location: 0.7 mi S Chandler Blvrd (Lat: 33.296600,  Lng: -111.971900),  Route carried "on" structure: Interstate 10,  Year Built: 2003,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 44,363 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,373 (year 2037),  Design Load: HS 20,  Features Intersected: SR 202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.652,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 28.1m (92.2ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2721,  Location: 6.0 mi S Jct SR 60 (Lat: 33.305353,  Lng: -111.972197),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 38,100 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,110 (year 2035),  Design Load: HS 20,  Features Intersected: I10, Ramps WN & SE,  Facility Carried by Structure: Chandler Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2723,  Location: 0.5 m W I-17/1.2 m N I-10 (Lat: 33.482100,  Lng: -112.118300),  Route carried "on" structure: US 60,  Year Built: 2003,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 39,654 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,664 (year 2037),  Design Load: HS 20,  Features Intersected: Street Connector C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 257.817,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 71.0m (232.9ft)

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

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Structure Number: 2728,  Location: West of I 10 (Lat: 33.294583,  Lng: -111.980417),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 12.10m (39.70ft),  Average Daily Traffic: 3,018 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,028 (year 2040),  Design Load: HS 20,  Features Intersected: L202 & Ramps S-W & E-N,  Facility Carried by Structure: 48th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 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: 60.4m (198.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2729,  Location: 0.5 m W I-17/1.2 m N I-10 (Lat: 33.481300,  Lng: -112.116900),  Route carried "on" structure: US 60,  Year Built: 2003,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 33,994 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,004 (year 2037),  Design Load: HS 20,  Features Intersected: 27th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.058,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  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: 43.0m (141.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 2772,  Location: 500' N I-10 @ Van Bur (Lat: 33.452700,  Lng: -112.036600),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2004,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 26,685 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,695 (year 2039),  Design Load: HS 20,  Features Intersected: Ramp WJ-D
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 237.427,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: 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: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2773,  Location: 1.12 mi S Jct SL 202 (Lat: 33.451600,  Lng: -112.036700),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2003,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 20,272 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,282 (year 2037),  Design Load: HS 20,  Features Intersected: Van Buren Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.571,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2774,  Location: 3.4 mi E Jct SR 51 (Lat: 33.661800,  Lng: -111.942600),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 60 (year 2038),  Design Load: HS 20,  Features Intersected: SR 101L,  Facility Carried by Structure: 64th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.6 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2775,  Location: 300' East of 20th St (Lat: 33.451400,  Lng: -112.036400),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2003,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 20,272 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,282 (year 2037),  Design Load: HS 20,  Features Intersected: Van Buren St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.571,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

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: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 2776,  Location: 200 ft east of 20th St (Lat: 33.451200,  Lng: -112.037300),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2003,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 14,420 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,430 (year 2039),  Design Load: HS 20,  Features Intersected: Van Buren Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.571,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.0m (49.2ft)

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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous