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

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Structure Number: 2704,  Location: Approx. 13 mi. E of SR101 (Lat: 33.474889,  Lng: -111.688000),  Route carried "on" structure: State highway 202,  Year Built: 2005,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 72,498 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 72,508 (year 2038),  Design Load: HS 20,  Features Intersected: Power Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.015,  Lanes on structure: 8,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 44.6m (146.3ft),  Skew: 36 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 44.6m (146.3ft),  Out-to-Out Width: 45.9m (150.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 271,  Location: 2.5mi E Power/Elliot Rd (Lat: 33.350111,  Lng: -111.643944),  Route carried "on" structure: State highway 202,  Year Built: 2004,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 88,846 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 88,856 (year 2040),  Design Load: HS 20,  Features Intersected: Elliot Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.221,  Lanes on structure: 8,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 53.5m (175.5ft),  Out-to-Out Width: 55.4m (181.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2712,  Location: 1.25mi E Sosman+Guadalupe (Lat: 33.364639,  Lng: -111.644056),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 24,200 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,210 (year 2040),  Design Load: HS 20,  Features Intersected: SR 202(Santan Fwy),  Facility Carried by Structure: Guadalupe Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2732,  Location: 202L over Baseline Rd (Lat: 33.378928,  Lng: -111.648822),  Route carried "on" structure: State highway 202,  Year Built: 2004,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 82,707 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 82,717 (year 2040),  Design Load: HS 20,  Features Intersected: Baseline Road TI OP SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.938,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.2m (148.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 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: 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: 2743,  Location: Junction L202/US60 (Lat: 33.386642,  Lng: -111.647817),  Route carried "on" structure: State highway 202,  Year Built: 2006,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 11,791 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,801 (year 2040),  Design Load: HS 20,  Features Intersected: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.085,  Lanes on structure: 3,  Lanes under structure: 9,  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: 54.3m (178.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

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

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Structure Number: 2744,  Location: Junction L202/US60 (Lat: 33.386672,  Lng: -111.648283),  Route carried "on" structure: State highway 202,  Year Built: 2006,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 12,491 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,501 (year 2040),  Design Load: HS 20,  Features Intersected: US 60
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 49.117,  Lanes on structure: 3,  Lanes under structure: 9,  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: 59.1m (193.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2745,  Location: 1.25mi Eof SosmanRd &US60 (Lat: 33.387164,  Lng: -111.648539),  Route carried "on" structure: Ramp State highway 60,  Year Built: 2004,  Status: Open,  Structure Length: 69.46m (227.89ft),  Average Daily Traffic: 10,909 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,919 (year 2040),  Design Load: HS 20,  Features Intersected: US60 202L Ramp E-N
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 306.709,  Lanes on structure: 2,  Lanes under structure: 14,  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: 15,  Length of Maximum Span: 64.9m (212.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2746,  Location: 1.25mi Eof SosmanRd &US60 (Lat: 33.386125,  Lng: -111.647511),  Route carried "on" structure: Ramp US 60,  Year Built: 2006,  Status: Open,  Structure Length: 52.30m (171.59ft),  Average Daily Traffic: 6,002 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,012 (year 2040),  Design Load: HS 20,  Features Intersected: US60,202L, Ramp E-S
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 306.854,  Lanes on structure: 2,  Lanes under structure: 17,  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: 8,  Length of Maximum Span: 74.1m (243.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2747,  Location: 1.25mi Eof SosmanRd &US60 (Lat: 33.383100,  Lng: -111.647400),  Route carried "on" structure: Ramp State highway 202,  Year Built: 2004,  Status: Open,  Structure Length: 75.22m (246.78ft),  Average Daily Traffic: 22,041 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,051 (year 2040),  Design Load: HS 20,  Features Intersected: US60 & 202L Ramp W-S,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.938,  Lanes on structure: 2,  Lanes under structure: 9,  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: 12,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2748,  Location: 1.25mi Eof SosmanRd &US60 (Lat: 33.391100,  Lng: -111.648600),  Route carried "on" structure: State highway 202,  Year Built: 2004,  Status: Open,  Structure Length: 77.63m (254.69ft),  Average Daily Traffic: 9,302 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,312 (year 2038),  Design Load: HS 20,  Features Intersected: Ramp S-W, 202, Ramp E-N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.165,  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: 16,  Length of Maximum Span: 64.0m (210.0ft),  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: 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2753,  Location: Jct Santan/Warner (Lat: 33.335861,  Lng: -111.646528),  Route carried "on" structure: State highway 202,  Year Built: 2006,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 39,486 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,496 (year 2040),  Design Load: HS 20,  Features Intersected: Warner Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.879,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  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: 32.0m (105.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2754,  Location: Jct Hawes/Santan (Lat: 33.331167,  Lng: -111.652917),  Route carried "on" structure: State highway 202,  Year Built: 2006,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 78,972 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 78,982 (year 2040),  Design Load: HS 20,  Features Intersected: Hawes Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.796,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2756,  Location: Jct Sossaman/Santan (Lat: 33.328194,  Lng: -111.670250),  Route carried "on" structure: State highway 202,  Year Built: 2005,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 61,337 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 61,347 (year 2040),  Design Load: HS 20,  Features Intersected: Sossaman Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.640,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 58.5m (191.9ft),  Out-to-Out Width: 60.4m (198.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2758,  Location: 202L 2 mi E Higley+PowerR (Lat: 33.328472,  Lng: -111.687083),  Route carried "on" structure: State highway 202,  Year Built: 2004,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 56,464 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,474 (year 2040),  Design Load: HS 20,  Features Intersected: Power Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.982,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.5m (146.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 276,  Location: Just E of Power Rd/Santan (Lat: 33.328250,  Lng: -111.682556),  Route carried "on" structure: State highway 202,  Year Built: 2006,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 32,500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,510 (year 2040),  Design Load: HS 20,  Features Intersected: EMF & Roosevelt Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.600,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

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: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2762,  Location: Just E of Power Rd/Santan (Lat: 33.328700,  Lng: -111.682700),  Route carried "on" structure: Ramp State highway 202,  Year Built: 2006,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,010 (year 2040),  Design Load: HS 20,  Features Intersected: EMF & Roosevelt Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.580,  Lanes on structure: 1,  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: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

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

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Structure Number: 2763,  Location: Just E of Power Rd/Santan (Lat: 33.328000,  Lng: -111.682700),  Route carried "on" structure: Ramp State highway 202,  Year Built: 2006,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,010 (year 2040),  Design Load: HS 20,  Features Intersected: EMF & Roosevelt Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.580,  Lanes on structure: 1,  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: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2794,  Location: 202L/US60 (Lat: 33.387197,  Lng: -111.635378),  Route carried "on" structure: Ramp City street ,  Year Built: 2006,  Status: Open,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 5,667 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,677 (year 2038),  Design Load: HS 20,  Features Intersected: US 60,  Facility Carried by Structure: Ellsworth Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 63.1m (207.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

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

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Structure Number: 2809,  Location: Gilbert Rd & US 60 (Lat: 33.386000,  Lng: -111.788100),  Route carried "on" structure: ,  Year Built: 2004,  Status: Open,  Structure Length: 7.38m (24.21ft),  Design Load: Pedestrian,  Features Intersected: US 60,  Facility Carried by Structure: Gilbrt Rd Ped Path
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 12,  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: 36.0m (118.1ft),  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: 281,  Location: Gilbert Rd & US 60 Intsn (Lat: 33.386000,  Lng: -111.788700),  Route carried "on" structure: ,  Year Built: 2004,  Status: Open,  Structure Length: 7.38m (24.21ft),  Design Load: Pedestrian,  Features Intersected: US 60,  Facility Carried by Structure: Pedestrian OP
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 12,  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: 36.3m (119.1ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 2825,  Location: Power Rd/L 202 (Lat: 33.471361,  Lng: -111.682806),  Route carried "on" structure: State highway 202,  Year Built: 2008,  Status: Open,  Structure Length: 31.58m (103.61ft),  Average Daily Traffic: 38,991 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,001 (year 2040),  Design Load: HS 20,  Features Intersected: CAP Canal
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 37.353,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2829,  Location: McKellips Road/L202-Mesa (Lat: 33.451444,  Lng: -111.669833),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 13,700 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,710 (year 2040),  Design Load: HS 20,  Features Intersected: SR 202L,  Facility Carried by Structure: McKellips Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 24 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: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 27.4m (89.9ft)

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: 60.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 283,  Location: Brown Road/L202 - Mesa (Lat: 33.436889,  Lng: -111.650611),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 12,900 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,910 (year 2040),  Design Load: HS 20,  Features Intersected: SR 202L,  Facility Carried by Structure: Brown Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 25 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: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 27.4m (89.9ft)

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

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Structure Number: 2842,  Location: L202/Universty Drive-Mesa (Lat: 33.423750,  Lng: -111.636111),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 24,800 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,810 (year 2040),  Design Load: HS 20,  Features Intersected: SR 202L,  Facility Carried by Structure: University Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.9 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: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2843,  Location: L202/Apache Trail - Mesa (Lat: 33.415278,  Lng: -111.636944),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 20,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,010 (year 2040),  Design Load: HS 20,  Features Intersected: SR 202L,  Facility Carried by Structure: Apache Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  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: 35.1m (115.2ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2844,  Location: Jct Broadway Rd East/L202 (Lat: 33.407833,  Lng: -111.640278),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,010 (year 2040),  Design Load: HS 20,  Features Intersected: SR 202L,  Facility Carried by Structure: Broadway Road
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 43.9m (144.0ft)

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

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Structure Number: 2887,  Location: 0.28 mi W of Alma School (Lat: 33.435300,  Lng: -111.880300),  Route carried "on" structure: State highway 202,  Year Built: 1998,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 150,477 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 175,000 (year 2037),  Design Load: HS 20,  Features Intersected: Equipment Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.862,  Lanes on structure: 12,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 58.8m (192.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 82.6 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,  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: 2997,  Location: 3.66 mi S of US60 (Lat: 33.336100,  Lng: -111.646700),  Route carried "on" structure: Ramp State highway 202,  Year Built: 2014,  Status: Open,  Structure Length: 98.91m (324.51ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,010 (year 2040),  Design Load: HL 93,  Features Intersected: Santan Frwy,  Facility Carried by Structure: Ramp W-S Flyover
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.975,  Lanes on structure: 2,  Lanes under structure: 15,  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: 21,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: 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: Monolithic Concrete

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Structure Number: 4111,  Location: 1.5 mi W of Ellsworth Rd (Lat: 33.415100,  Lng: -111.660200),  Route carried "on" structure: Alternate US 60,  Year Built: 1930,  Year Reconstructed: 1942,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 7,000 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,010 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Apache Trl-Old US
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 304.939,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Total Project Cost: $1,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4112,  Location: 1.5 mi W of Ellsworth Rd (Lat: 33.415400,  Lng: -111.659100),  Route carried "on" structure: Alternate US 60,  Year Built: 1961,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 7,000 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,010 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Apache Trl-Old US
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 304.939,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4115,  Location: 4.0 mi W Jct SR 88 (Lat: 33.415100,  Lng: -111.611900),  Route carried "on" structure: Alternate State highway 60,  Year Built: 1930,  Year Reconstructed: 1942,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 94,421 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,431 (year 2040),  Design Load: H 15,  Features Intersected: Wash,  Facility Carried by Structure: Apache Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 308.860,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4116,  Location: 4.0 mi W Jct SR 88 (Lat: 33.415400,  Lng: -111.611600),  Route carried "on" structure: Alternate State highway 60,  Year Built: 1961,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 94,421 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,431 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Apache Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 308.860,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4119,  Location: 3.0 mi W Jct SR 88 (Lat: 33.415000,  Lng: -111.601500),  Route carried "on" structure: Alternate State highway 60,  Year Built: 1930,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 94,421 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,431 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Apache Trail
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 310.298,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 412,  Location: 3.0 mi W Jct SR 88 (Lat: 33.415400,  Lng: -111.601300),  Route carried "on" structure: Alternate State highway 60,  Year Built: 1961,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 94,421 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,431 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Apache Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 310.420,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6642,  Location: 0.1 mi N US 60 (Lat: 33.385800,  Lng: -111.874700),  Route carried "on" structure: US 60,  Year Built: 1977,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 34,500 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,510 (year 2036),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Dobson Road
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 285.690,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2014)

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Structure Number: 6687,  Location: 0.1 mi N US 60 (Lat: 33.386500,  Lng: -111.863800),  Route carried "on" structure: US 60,  Year Built: 1978,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,800 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,810 (year 2036),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Longmore St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 286.580,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

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Structure Number: 6688,  Location: 0.1 mi N US 60 (Lat: 33.386800,  Lng: -111.857400),  Route carried "on" structure: US 60,  Year Built: 1978,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 39,800 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,810 (year 2037),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Alma School Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 287.220,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2014)

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Structure Number: 6689,  Location: 0.1 mi No of US 60 (Lat: 33.386500,  Lng: -111.848700),  Route carried "on" structure: US 60,  Year Built: 1978,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 11,400 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,410 (year 2037),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Extension Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 288.030,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

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Structure Number: 669,  Location: N side at Jct US 60 (Lat: 33.387000,  Lng: -111.840078),  Route carried "on" structure: State highway 87,  Year Built: 1978,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 29,815 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,825 (year 2039),  Design Load: HS 20,  Features Intersected: North Drainage
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 278.079,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2019)

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Structure Number: 6721,  Location: 8.40 mi E Jct I 10 (Lat: 33.387100,  Lng: -111.822900),  Route carried "on" structure: ServiceUS 60,  Year Built: 1980,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 35,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,410 (year 2037),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Mesa Drive
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 290.440,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2014)

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Structure Number: 6722,  Location: 0.1 mi N of US 60 (Lat: 33.386700,  Lng: -111.814200),  Route carried "on" structure: ServiceUS 60,  Year Built: 1980,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 225,171 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 225,181 (year 2030),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Horne Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 291.250,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

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Structure Number: 6723,  Location: 9.40 mi E Jct I 10 (Lat: 33.387200,  Lng: -111.805500),  Route carried "on" structure: ServiceUS 60,  Year Built: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 225,171 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 225,181 (year 2040),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Stapley Drive
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 292.050,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

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Structure Number: 6742,  Location: 0.1 mi N US 60 (Lat: 33.386200,  Lng: -111.796900),  Route carried "on" structure: ServiceUS 60,  Year Built: 1981,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 106,470 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 106,480 (year 2040),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Harris Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 292.860,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022