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

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Structure Number: 219,  Location: 16.2 mi E Jct SR 191 (Lat: 32.778100,  Lng: -109.295200),  Route carried "on" structure: US 70,  Year Built: 1938,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,152 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,162 (year 2038),  Design Load: H 15,  Features Intersected: Slick Rock Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 588.537,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1443,  Location: 47.1 mi E of Jct US 60 (Lat: 33.674381,  Lng: -111.147758),  Route carried "on" structure: State highway 188,  Year Built: 1990,  Status: Open,  Structure Length: 18.75m (61.52ft),  Average Daily Traffic: 696 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 706 (year 2038),  Design Load: HS 20,  Features Intersected: Roosevelt Lake
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 392.358,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1444,  Location: 47.51 mi E of Jct US 60 (Lat: 33.669500,  Lng: -111.142600),  Route carried "on" structure: State highway 188,  Year Built: 1990,  Status: Open,  Structure Length: 24.08m (79.00ft),  Average Daily Traffic: 696 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 706 (year 2038),  Design Load: HS 20,  Features Intersected: Roosevelt Lake
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 391.730,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1445,  Location: 48.26 mi E of Jct US 60 (Lat: 33.666906,  Lng: -111.130911),  Route carried "on" structure: State highway 188,  Year Built: 1990,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 696 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 706 (year 2038),  Design Load: HS 20,  Features Intersected: Roosevelt Lake
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 390.266,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1457,  Location: 4.5 mi E Jct SR 51 (Lat: 33.658300,  Lng: -111.925700),  Route carried "on" structure: State highway 101,  Year Built: 2001,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 157,576 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 126,000 (year 2037),  Design Load: HS 20,  Features Intersected: Scottsdale Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.555,  Lanes on structure: 10,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 49.7m (163.1ft),  Out-to-Out Width: 51.5m (169.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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,  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: 2028,  Location: 0.1 mi N of Jct SR 88 (Lat: 33.672700,  Lng: -111.154900),  Route carried "on" structure: State highway 188,  Year Built: 1992,  Status: Open,  Structure Length: 67.03m (219.91ft),  Average Daily Traffic: 897 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 907 (year 2039),  Design Load: HS 20,  Features Intersected: Roosevelt Lake
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 393.131,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  Length of Maximum Span: 329.2m (1,080.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature 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: 2043,  Location: Jct SR 88 at SR 188 (Lat: 33.672472,  Lng: -111.154319),  Route carried "on" structure: State highway 188,  Year Built: 1990,  Status: Open,  Structure Length: 21.18m (69.49ft),  Average Daily Traffic: 696 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 706 (year 2038),  Design Load: HS 20,  Features Intersected: SR 188
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 392.905,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2061,  Location: 0.1 mi S Jct SR 188 (Lat: 33.671811,  Lng: -111.153936),  Route carried "on" structure: State highway 88,  Year Built: 1990,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 229 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 239 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 389.944,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2242,  Location: 5.5 mi N Jct SR 88 (Lat: 33.695836,  Lng: -111.181128),  Route carried "on" structure: State highway 188,  Year Built: 1988,  Status: Open,  Structure Length: 19.45m (63.81ft),  Average Daily Traffic: 681 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 691 (year 2038),  Design Load: HS 20,  Features Intersected: Roosevelt Lake
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 396.864,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

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: 39.0 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2243,  Location: 6.1 mi N of Jct SR 88 (Lat: 33.700900,  Lng: -111.189000),  Route carried "on" structure: State highway 188,  Year Built: 1988,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 894 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 904 (year 2040),  Design Load: HS 20,  Features Intersected: Roosevelt Lake
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 397.830,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

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

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Structure Number: 4687,  Location: 3.9 mi E Jct SR 188 (Lat: 33.657700,  Lng: -111.111300),  Route carried "on" structure: State highway 188,  Year Built: 1958,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 956 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 966 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 388.360,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 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: March 2018

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Structure Number: 6031,  Location: 6.6 mi E Jct SR 188 (Lat: 33.636000,  Lng: -111.073000),  Route carried "on" structure: State highway 188,  Year Built: 1960,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 956 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 966 (year 2038),  Design Load: HS 20,  Features Intersected: Schoolhouse Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 383.820,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: 32.7 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: March 2018

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Structure Number: 6906,  Location: 0.9 mi SW Jct SR 188 (Lat: 33.667939,  Lng: -111.159331),  Route carried "on" structure: State highway 88,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 229 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 239 (year 2038),  Design Load: HS 20,  Features Intersected: Alchesay Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 388.013,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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 minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020