Bridge Statistics for Sacaton Flats Village, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 2197,  Location: 1.0 mi E of Jct I 19 (Lat: 32.185400,  Lng: -110.961700),  Route carried "on" structure: Interstate 10,  Year Built: 1991,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 104,127 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 104,137 (year 2039),  Design Load: HS 20,  Features Intersected: SPRR & 4th Ave Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 420.699,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 38.3m (125.7ft),  Out-to-Out Width: 40.1m (131.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than 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

Find on map >>   Show street view

Structure Number: 463,  Location: 1.9 mi SE Jct SR 187 (Lat: 33.048300,  Lng: -111.671600),  Route carried "on" structure: State highway 87,  Year Built: 1960,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 6,620 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,630 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.160,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  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: 14.3m (46.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 4631,  Location: 0.1 mi SE Jct SR 187 (Lat: 33.059900,  Lng: -111.687000),  Route carried "on" structure: State highway 87,  Year Built: 1959,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 6,620 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,630 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.960,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5131,  Location: 4.4 mi E Jct SR 187 (Lat: 33.011800,  Lng: -111.686100),  Route carried "on" structure: State highway 387,  Year Built: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,961 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,971 (year 2040),  Design Load: HS 20,  Features Intersected: Dead Dog Wash
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 21.330,  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: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: 6027,  Location: 27.7 mi S Jct I 40 (Lat: 34.437361,  Lng: -114.224528),  Route carried "on" structure: State highway 95,  Year Built: 1969,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,823 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,833 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 280.541,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: March 2020,  Total Project Cost: $1,000 ( Estimate for 2020)

Find on map >>   Show street view

Structure Number: 6519,  Location: 2.1 mi E Jct US 191 (Lat: 33.833567,  Lng: -109.118264),  Route carried "on" structure: US 180,  Year Built: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 782 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 792 (year 2038),  Design Load: HS 20,  Features Intersected: San Francisco
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 689.604,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: October 2018

Find on map >>   Show street view

Structure Number: 10459,  Location: 0.2 mi W/LakePleasantRd (Lat: 33.711800,  Lng: -112.275900),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 27,175 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 27,185 (year 2037),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Happy Valley Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m

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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2014)

Find on map >>   Show street view

Structure Number: 10693,  Location: 0.2 mi W Jct Cstle Rck Rd (Lat: 35.253900,  Lng: -113.996700),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 6,612 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,622 (year 2037),  Design Load: HS 20,  Features Intersected: Diagonal Channel,  Facility Carried by Structure: Northern Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 4 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: Very good,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2021

Find on map >>   Show street view

Structure Number: 10807,  Location: Holly street 50 w/o 91ave (Lat: 33.469881,  Lng: -112.255650),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,510 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: HOLLY STREET
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10808,  Location: W of 101 at Beardsley Rd (Lat: 33.666600,  Lng: -112.231400),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 19,767 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,777 (year 2039),  Design Load: HS 20,  Features Intersected: New River,  Facility Carried by Structure: Beardsley Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10809,  Location: 2.1 mi W Jct SR 77 (Lat: 34.349422,  Lng: -110.087100),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 900 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 910 (year 2040),  Design Load: HS 20,  Features Intersected: Lone Pine Fld Cntrol Dam,  Facility Carried by Structure: Lone Pine Dam Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 50.9m (167.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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