Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 1,153Number of bridges
  • 14,003ft / 4,268mTotal length
  • $18,270,000Total costs
  • 42,108,073Total average daily traffic
  • 2,562,396Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Phoenix
  • No street view available for this location

New bridges in Phoenix, AZ - historical statistics
  • New bridges - historical statistics
  • 41920-1929
  • 131930-1939
  • 131940-1949
  • 181950-1959
  • 841960-1969
  • 881970-1979
  • 2741980-1989
  • 3091990-1999
  • 2782000-2009
  • 722010-2018
Reconstructed bridges in Phoenix, AZ - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11940-1949
  • 51950-1959
  • 81960-1969
  • 181970-1979
  • 151980-1989
  • 161990-1999
  • 242000-2009
  • 32010-2018
Average Bridge Truck Traffic in Phoenix, AZ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 6.4%Very good
  • 61.5%Good
  • 26.9%Satisfactory
  • 4.8%Fair
  • 0.4%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 15.3%Very good
  • 66.3%Good
  • 15.5%Satisfactory
  • 2.9%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 7.6%Very good
  • 73.6%Good
  • 17.4%Satisfactory
  • 1.2%Fair
  • 0.2%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 41.0%Excellent
  • 46.2%Very good
  • 6.9%Good
  • 4.4%Satisfactory
  • 1.3%Fair
  • 0.2%Poor
  • 1.0%Serious
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 11.1%Very good
  • 76.3%Good
  • 11.1%Satisfactory
  • 1.2%Fair
  • 0.3%Poor
Find on map >>   Show street view

Structure Number: H141,  Location: 3.2 KM N OF SANTA CRUZ (Lat: 33.257467,  Lng: -112.166667),  Route carried "on" structure: Federal lands road 3,  Year Built: 1969,  Status: Open,  Structure Length: 10.68m (35.04ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 125 (year 2036),  Design Load: HS 20,  Features Intersected: GILA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.922,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: H142,  Location: 2.7 KM N OF SANTA CRUZ (Lat: 33.252167,  Lng: -112.168056),  Route carried "on" structure: Federal lands road 3,  Year Built: 1969,  Status: Open,  Structure Length: 6.41m (21.03ft),  Average Daily Traffic: 150 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 125 (year 2036),  Design Load: HS 20,  Features Intersected: GILA RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.439,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 72.0m (236.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 64.10m (210.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $52,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: H143,  Location: 0.3 KM N OF SANTA CRUZ (Lat: 33.232417,  Lng: -112.169806),  Route carried "on" structure: Federal lands road 3,  Year Built: 1969,  Status: Open,  Structure Length: 6.42m (21.06ft),  Average Daily Traffic: 95 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 115 (year 2036),  Design Load: HS 20,  Features Intersected: SANTA CRUZ RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.025,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 72.0m (236.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: H57614B0156,  Location: NORTHEAST EDGE OF KOMATKE (Lat: 33.295639,  Lng: -112.164917),  Route carried "on" structure: Federal lands road 240,  Year Built: 1990,  Status: Open,  Structure Length: 2.66m (8.73ft),  Average Daily Traffic: 566 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 691 (year 2036),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.004,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 89.0m (292.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.60m (87.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $72,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: H57614B0157,  Location: 0.85 KM NW OF VQ CASINO (Lat: 33.316139,  Lng: -112.162333),  Route carried "on" structure: Federal lands road 242,  Year Built: 2010,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.011,  Lanes on structure: 5,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 205.0m (672.6ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.6m (5.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018
Find on map >>   Show street view

Structure Number: H57614B0158,  Location: 1.05 KM NW OF VQ CASINO (Lat: 33.318222,  Lng: -112.163028),  Route carried "on" structure: Federal lands road 242,  Year Built: 2010,  Status: Open,  Structure Length: 0.12m (0.39ft),  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.085,  Lanes on structure: 4,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 1.7m (5.6ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.6m (5.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 1.7m (5.6ft),  Out-to-Out Width: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018
Find on map >>   Show street view

Structure Number: H57614B0159,  Location: 1.1 KM NW OF VQ CASINO (Lat: 33.318722,  Lng: -112.163194),  Route carried "on" structure: Federal lands road 242,  Year Built: 2010,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 4,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 1.7m (5.6ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 0.2m (0.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 1.7m (5.6ft),  Out-to-Out Width: 1.7m (5.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018
Find on map >>   Show street view

Structure Number: 144,  Location: 18.1 mi N Jct SR 260 (Lat: 34.408700,  Lng: -111.492900),  Route carried "on" structure: State highway 87,  Year Built: 1935,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,847 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,857 (year 2036),  Design Load: HS 20,  Features Intersected: Strawberry Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 435.488,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 16.80m (55.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Total Project Cost: $1,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 146,  Location: 3.3 mi S Jct SR 90 (Lat: 31.509147,  Lng: -110.257428),  Route carried "on" structure: State highway 92,  Year Built: 1936,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 20,408 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,418 (year 2037),  Design Load: HS 20,  Features Intersected: Garden Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 522.216,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 214,  Location: 32.9 mi S Jct SR B 8 (Lat: 32.506100,  Lng: -112.881000),  Route carried "on" structure: State highway 85,  Year Built: 1938,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 1,411 (year 2015),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,421 (year 2037),  Design Load: HS 20,  Features Intersected: Rio Cornez Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.996,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 84.40m (276.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Total Project Cost: $1,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 221,  Location: 10.2 mi SW Jct SR 188 (Lat: 33.581692,  Lng: -111.212572),  Route carried "on" structure: State highway 88,  Year Built: 1939,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 171 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 181 (year 2038),  Design Load: HS 20,  Features Intersected: Davis Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 372.885,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 31.10m (102.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Total Project Cost: $1,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 224,  Location: 13.3 mi North Jct SR 77 (Lat: 32.693800,  Lng: -111.085400),  Route carried "on" structure: State highway 79,  Year Built: 1939,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 2,613 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,626 (year 2038),  Design Load: H 15,  Features Intersected: Olsen Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.951,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.39m (1.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Total Project Cost: $1,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 247,  Location: 2.7 mi S Jct SB 40 (Lat: 35.162100,  Lng: -114.075000),  Route carried "on" structure: ServiceInterstate 40,  Year Built: 1939,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 600 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 610 (year 2036),  Design Load: H 15,  Features Intersected: Holy Moses Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.269,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 254,  Location: 7.0 mi E Jct SR 72 (Lat: 33.782856,  Lng: -113.612406),  Route carried "on" structure: US 60,  Year Built: 1941,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,975 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,985 (year 2035),  Design Load: HS 20,  Features Intersected: Salome Wash
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 91.057,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  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: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 262,  Location: 3.4 mi East Jct I 10 (Lat: 31.966700,  Lng: -110.290800),  Route carried "on" structure: State highway 80,  Year Built: 1941,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 5,250 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,260 (year 2035),  Design Load: HS 15,  Features Intersected: SR B 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 471.972,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 49.40m (162.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 269,  Location: 0.1 mi W Jct SR 92 (Lat: 31.429900,  Lng: -109.892900),  Route carried "under" structure: State highway 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 6,385 (year 2014),  Truck Traffic: 8%,  Features Intersected: SR 80,  Facility Carried by Structure: Lowell RR
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 552.021,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.2m (40.0ft)

Find on map >>   Show street view

Structure Number: 292,  Location: 1.8 mi N Jct I-10 (Lat: 32.381611,  Lng: -109.667956),  Route carried "on" structure: US 191,  Year Built: 1947,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,650 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,660 (year 2036),  Design Load: H 15,  Features Intersected: Monk Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.682,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 41,  Location: 2.6 mi North Jct I 10 (Lat: 33.490000,  Lng: -112.113100),  Route carried "on" structure: Interstate 17,  Year Built: 1954,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 164,620 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 164,630 (year 2036),  Design Load: HS 20,  Features Intersected: Grand Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 326.037,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 582.0m (1,909.4ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 58.8m (192.9ft),  Out-to-Out Width: 59.7m (195.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.70m (67.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 554,  Location: 5.6 mi N of Jct I 10 (Lat: 33.447000,  Lng: -112.108400),  Route carried "under" structure: Interstate 17,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 108,454 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 17,  Facility Carried by Structure: Jefferson Street
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 321.161,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 555,  Location: 5.2 mi N of Jct I 10 (Lat: 33.441300,  Lng: -112.108400),  Route carried "under" structure: Interstate 17,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 108,454 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 17,  Facility Carried by Structure: Grant Street
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 320.501,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 6,  Location: 5.4 mi N Jct I 10 (Lat: 33.443900,  Lng: -112.108500),  Route carried "on" structure: _,  Year Built: 1960,  Status: Open,  Structure Length: 3.99m (13.09ft),  Design Load: Railroad,  Features Intersected: I 17,  Facility Carried by Structure: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 8,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016
Find on map >>   Show street view

Structure Number: 6,  Location: 5.4 mi N Jct I 10 (Lat: 33.443900,  Lng: -112.108500),  Route carried "under" structure: Interstate 17,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 108,454 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 17,  Facility Carried by Structure: SPRR
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 320.823,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: 607,  Location: 4.8 mi N Jct I 10 (Lat: 33.436800,  Lng: -112.108400),  Route carried "under" structure: Interstate 17,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 105,605 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 17,  Facility Carried by Structure: Buckeye Road
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 319.986,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 717,  Location: 4.0 mi W Jct I 10 (Lat: 33.429000,  Lng: -112.099700),  Route carried "on" structure: Interstate 17,  Year Built: 1961,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 123,000 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 123,010 (year 2032),  Design Load: HS 20,  Features Intersected: 19th Avenue
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 318.714,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 351.0m (1,151.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.90m (130.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 717,  Location: 4.0 mi W Jct I 10 (Lat: 33.429000,  Lng: -112.099700),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 34,381 (year 2012),  Truck Traffic: 9%,  Features Intersected: 19th Avenue,  Facility Carried by Structure: I 17
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>   Show street view

Structure Number: 719,  Location: 3.4 mi W Jct I 10 (Lat: 33.429700,  Lng: -112.091000),  Route carried "on" structure: Interstate 17,  Year Built: 1961,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 116,755 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 116,765 (year 2036),  Design Load: HS 20,  Features Intersected: 15th. Ave.
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 317.733,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 323.0m (1,059.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 719,  Location: 3.4 mi W Jct I 10 (Lat: 33.429700,  Lng: -112.091000),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: 15th. Ave.,  Facility Carried by Structure: I 17
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>   Show street view

Structure Number: 721,  Location: 3.2 mi W Jct I 10 (Lat: 33.429800,  Lng: -112.086700),  Route carried "on" structure: Interstate 17,  Year Built: 1963,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 125,111 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 125,121 (year 2036),  Design Load: HS 20,  Features Intersected: 11th Ave & SFRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 317.314,  Lanes on structure: 7,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 347.0m (1,138.5ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 721,  Location: 3.2 mi W Jct I 10 (Lat: 33.429800,  Lng: -112.086700),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 2%,  Features Intersected: 11th Ave & SFRR,  Facility Carried by Structure: I 17
Minimum Vertical Clearance: 6.98m (22.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: 723,  Location: 2.9 mi W Jct I 10 (Lat: 33.429400,  Lng: -112.082300),  Route carried "on" structure: Interstate 17,  Year Built: 1961,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 115,705 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,715 (year 2036),  Design Load: HS 20,  Features Intersected: 7th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.688,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 323.0m (1,059.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 723,  Location: 2.9 mi W Jct I 10 (Lat: 33.429400,  Lng: -112.082300),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 20,700 (year 2015),  Truck Traffic: 9%,  Features Intersected: 7th Avenue,  Facility Carried by Structure: I 17
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>   Show street view

Structure Number: 725,  Location: 2.6 mi W Jct I 10 (Lat: 33.428600,  Lng: -112.073600),  Route carried "on" structure: Interstate 17,  Year Built: 1962,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 126,362 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 126,372 (year 2036),  Design Load: HS 20,  Features Intersected: Central Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 316.461,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 323.0m (1,059.7ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.40m (148.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 725,  Location: 2.6 mi W Jct I 10 (Lat: 33.428600,  Lng: -112.073600),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 16,355 (year 2017),  Truck Traffic: 10%,  Features Intersected: Central Avenue,  Facility Carried by Structure: I 17; NB-SB
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.6m (11.8ft)

Find on map >>   Show street view

Structure Number: 729,  Location: 2.1 mi W Jct I 10 (Lat: 33.429000,  Lng: -112.065000),  Route carried "on" structure: Interstate 17,  Year Built: 1962,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.32m (1.05ft),  Average Daily Traffic: 115,705 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,715 (year 2036),  Design Load: HS 20,  Features Intersected: 7th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 315.608,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 323.0m (1,059.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 729,  Location: 2.1 mi W Jct I 10 (Lat: 33.429000,  Lng: -112.065000),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 24,100 (year 2015),  Truck Traffic: 9%,  Features Intersected: 7th Street,  Facility Carried by Structure: I 17
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 731,  Location: 1.1 mi W Jct I 10 (Lat: 33.427400,  Lng: -112.047600),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 30,300 (year 2015),  Truck Traffic: 11%,  Features Intersected: 16th Street,  Facility Carried by Structure: I 17; NB-SB
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>   Show street view

Structure Number: 774,  Location: 25.4 mi South Jct SR 84 (Lat: 32.462100,  Lng: -111.216600),  Route carried "on" structure: Interstate 10,  Year Built: 1963,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 21,455 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 21,465 (year 2036),  Design Load: HS 20,  Features Intersected: Marana Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 380.626,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 781,  Location: 8.1 mi N Jct I-17 (Lat: 34.668900,  Lng: -111.970000),  Route carried "on" structure: State highway 260,  Year Built: 1963,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 6,851 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,881 (year 2036),  Design Load: HS 20,  Features Intersected: Wilbur Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 338.847,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 792,  Location: 0.3 mi W Jct US 95 (Lat: 33.662589,  Lng: -114.222036),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 9,546 (year 2014),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,556 (year 2036),  Design Load: HS 20,  Features Intersected: Tyson Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.995,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 793,  Location: 1.2 mi E Jct SR 84 (Lat: 32.713444,  Lng: -111.498583),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 22,104 (year 2014),  Truck Traffic: 22%,  Average Future Daily Traffic: 22,114 (year 2036),  Design Load: HS 20,  Features Intersected: E Picacho Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 341.519,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 796,  Location: 6.5 mi N Jct US 60 (Lat: 33.570900,  Lng: -112.117300),  Route carried "on" structure: Interstate 17,  Year Built: 1947,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 159,944 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 159,954 (year 2036),  Design Load: HS 20,  Features Intersected: Arizona Canal
Minimum Vertical Clearance: 11.58m (37.99ft),  Kilometerpoint: 335.114,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 753.0m (2,470.5ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 75.4m (247.4ft),  Out-to-Out Width: 79.1m (259.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 821,  Location: 6.9 mi South Jct SR 74 (Lat: 33.699700,  Lng: -112.115100),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,010 (year 2036),  Design Load: HS 20,  Features Intersected: I 17,  Facility Carried by Structure: Pinnacle Peak Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 80.80m (265.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 821,  Location: 6.9 mi South Jct SR 74 (Lat: 33.699700,  Lng: -112.115100),  Route carried "under" structure: Interstate 17,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 119,000 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 17,  Facility Carried by Structure: Pinnacle Peak Rd
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 349.389,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.1m (6.9ft)

Find on map >>   Show street view

Structure Number: 822,  Location: 6.0 mi South Jct SR 74 (Lat: 33.713000,  Lng: -112.117900),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,010 (year 2036),  Design Load: HS 20,  Features Intersected: I 17,  Facility Carried by Structure: Happy Valley Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 822,  Location: 6.0 mi South Jct SR 74 (Lat: 33.713000,  Lng: -112.117900),  Route carried "under" structure: Interstate 17,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 102,586 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 17,  Facility Carried by Structure: Happy Valley Rd
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 350.853,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

Find on map >>   Show street view

Structure Number: 831,  Location: 7.3 mi N Jct US 60 (Lat: 33.581700,  Lng: -112.117000),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 54,474 (year 2014),  Features Intersected: Peoria Ave,  Facility Carried by Structure: I 17
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>   Show street view

Structure Number: 833,  Location: 8.3 mi N Jct US 60 (Lat: 33.596200,  Lng: -112.116900),  Route carried "on" structure: Interstate 17,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 170,890 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 170,900 (year 2036),  Design Load: HS 20,  Features Intersected: Cactus Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 337.866,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 408.0m (1,338.6ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 5.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 833,  Location: 8.3 mi N Jct US 60 (Lat: 33.596200,  Lng: -112.116900),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 33,275 (year 2015),  Truck Traffic: 9%,  Features Intersected: Cactus Rd,  Facility Carried by Structure: I 17
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>   Show street view

Structure Number: 835,  Location: 9.3 mi N Jct US 60 (Lat: 33.610600,  Lng: -112.116700),  Route carried "on" structure: Interstate 17,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 156,600 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 156,610 (year 2036),  Design Load: HS 20,  Features Intersected: Thunderbird Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 339.475,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 427.0m (1,400.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.9m (147.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 835,  Location: 9.3 mi N Jct US 60 (Lat: 33.610600,  Lng: -112.116700),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 45,658 (year 2012),  Truck Traffic: 4%,  Features Intersected: Thunderbird Rd,  Facility Carried by Structure: I 17
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>   Show street view

Structure Number: 837,  Location: 10.3 mi N Jct US 60 (Lat: 33.625000,  Lng: -112.116667),  Route carried "on" structure: Interstate 17,  Year Built: 1965,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 151,000 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 151,010 (year 2036),  Design Load: HS 20,  Features Intersected: Greenway Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 341.068,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 408.0m (1,338.6ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.8 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Discuss Phoenix, Arizona (AZ) on our hugely popular Arizona forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2020 Advameg, Inc.