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


  • National Bridge Inventory (NBI) Statistics
  • 33Number of bridges
  • 344ft / 105mTotal length
  • $16,000Total costs
  • 232,164Total average daily traffic
  • 21,572Total average daily truck traffic
  • 193,448Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Globe
  • No street view available for this location

New bridges in Globe, AZ - historical statistics
  • New bridges - historical statistics
  • 21910-1919
  • 31920-1929
  • 41930-1939
  • 11940-1949
  • 71950-1959
  • 61960-1969
  • 71970-1979
  • 11980-1989
  • 12000-2009
  • 12010-2018
Reconstructed bridges in Globe, AZ - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21950-1959
  • 21960-1969
  • 11970-1979
  • 11980-1989
Average Bridge Daily Traffic in Globe, AZ
Average Bridge Truck Traffic in Globe, AZ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.8%Very good
  • 14.3%Good
  • 38.1%Satisfactory
  • 38.1%Fair
  • 4.8%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 4.8%Very good
  • 28.6%Good
  • 33.3%Satisfactory
  • 28.6%Fair
  • 4.8%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 42.9%Good
  • 42.9%Satisfactory
  • 9.5%Fair
  • 4.8%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 45.8%Good
  • 45.8%Satisfactory
  • 8.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 83.3%Good
  • 16.7%Fair
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Structure Number: H206,  Location: 0.3 KM N OF W JCT 70/170 (Lat: 33.354972,  Lng: -110.649556),  Route carried "on" structure: Federal lands road 6,  Year Built: 1976,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 2,500 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,900 (year 2036),  Design Load: HS 20,  Features Intersected: ALISO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.033,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.8m (58.4ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 0.9m (3.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H58616B0838,  Location: 1.7 KM SE OF APACHE GOLD (Lat: 33.350500,  Lng: -110.652306),  Route carried "on" structure: Federal lands road 31,  Year Built: 1930,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 50 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 55 (year 2036),  Features Intersected: WASH,  Facility Carried by Structure: IRR BIA RTE 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.2m (26.9ft),  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: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 36,  Location: 2.7 mi E Jct SR 188 (Lat: 33.405389,  Lng: -110.793028),  Route carried "on" structure: US 60,  Year Built: 1920,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 28,701 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,711 (year 2036),  Design Load: HS 20,  Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 402.014,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.50m (132.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge 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
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Structure Number: 86,  Location: 4.2 mi E Jct I-10 (Lat: 33.680600,  Lng: -113.941500),  Route carried "on" structure: US 60,  Year Built: 1932,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,892 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,902 (year 2036),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.035,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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
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Structure Number: 266,  Location: 2.6 mi E Jct SR 188 (Lat: 33.407600,  Lng: -110.793200),  Route carried "on" structure: US 60,  Year Built: 1942,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 28,701 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,711 (year 2036),  Design Load: HS 20,  Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 401.757,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 49.70m (163.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge 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
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Structure Number: 488,  Location: 0.6 mi W Jct US 70 (Lat: 33.394619,  Lng: -110.776742),  Route carried "under" structure: US 60,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 15,543 (year 2015),  Truck Traffic: 9%,  Features Intersected: US 60,  Facility Carried by Structure: Globe School Ped
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 40.438,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 549,  Location: 3.3 mi E Jct SR 188 (Lat: 33.397300,  Lng: -110.789900),  Route carried "on" structure: US 60,  Year Built: 1959,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 15,928 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,938 (year 2036),  Design Load: HS 20,  Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 402.931,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 66.40m (217.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge 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: Monolithic Concrete
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Structure Number: 562,  Location: 1.8 mi E Jct US 60 (Lat: 33.376775,  Lng: -110.744825),  Route carried "under" structure: US 70,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2015),  Truck Traffic: 8%,  Features Intersected: IRR US 70,  Facility Carried by Structure: IRR ATSF Railroad
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 408.178,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 971,  Location: 16.6 mi E Jct US 95 (Lat: 32.659900,  Lng: -114.333800),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 6,769 (year 2015),  Truck Traffic: 23%,  Average Future Daily Traffic: 6,779 (year 2035),  Design Load: HS 20,  Features Intersected: I 8; EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.027,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1081,  Location: 6.1 mi N Jct SR 69 (Lat: 34.402900,  Lng: -112.073900),  Route carried "on" structure: ServiceState highway 17,  Year Built: 1963,  Status: Open,  Structure Length: 0.43m (1.41ft),  Average Daily Traffic: 200 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2036),  Design Load: HS 20,  Features Intersected: Ash Creek,  Facility Carried by Structure: Dugas Road
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 432.511,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1785,  Location: 1.4 mi W Jct US 70 (Lat: 33.395203,  Lng: -110.788861),  Route carried "on" structure: US 60,  Year Built: 1977,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 17,246 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,256 (year 2036),  Design Load: HS 20,  Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 403.189,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1786,  Location: 1.2 mi W Jct US 70 (Lat: 33.392281,  Lng: -110.787567),  Route carried "on" structure: US 60,  Year Built: 1977,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 17,246 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,256 (year 2036),  Design Load: HS 20,  Features Intersected: Maple St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 403.543,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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
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Structure Number: 1786,  Location: 1.2 mi W Jct US 70 (Lat: 33.392281,  Lng: -110.787567),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 1%,  Features Intersected: Maple St,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 1787,  Location: 1.0 mi W Jct US 70 (Lat: 33.391239,  Lng: -110.785422),  Route carried "on" structure: US 60,  Year Built: 1977,  Status: Open,  Structure Length: 30.88m (101.31ft),  Average Daily Traffic: 17,246 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,256 (year 2036),  Design Load: HS 20,  Features Intersected: Broad St; Pinal Cr; SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 403.784,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 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: High priority of replacement,  Underclear: Superior 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: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1787,  Location: 1.0 mi W Jct US 70 (Lat: 33.391239,  Lng: -110.785422),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: Broad St; Pinal Cr; SPRR,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 9.51m (31.20ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 1788,  Location: 3.2 mi E Jct SR 188 (Lat: 33.397642,  Lng: -110.790006),  Route carried "under" structure: US 60,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 15,928 (year 2015),  Truck Traffic: 9%,  Features Intersected: US 60,  Facility Carried by Structure: Central School Ped
Minimum Vertical Clearance: 0.55m (1.80ft),  Kilometerpoint: 402.883,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 4276,  Location: 100' E Jct SR 77 (Lat: 33.373361,  Lng: -110.738000),  Route carried "on" structure: US 70,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,662 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,672 (year 2033),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 408.934,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.4 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,  Length Of Structure Improvement: 16.20m (53.15ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2015,  Total Project Cost: $1,000 ( Estimate for 2011)
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Structure Number: 4404,  Location: 5.8 mi So of Jct SR 70 (Lat: 33.294861,  Lng: -110.747444),  Route carried "on" structure: State highway 77,  Year Built: 1959,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,345 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,355 (year 2033),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.815,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 65.3 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: May 2015
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Structure Number: 4405,  Location: 30.5 mi N Jct SR 177 (Lat: 33.321667,  Lng: -110.737583),  Route carried "on" structure: State highway 77,  Year Built: 1959,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,345 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,355 (year 2035),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 268.374,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: May 2015
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Structure Number: 6482,  Location: 2.47 mi N of Jct US 70 (Lat: 33.419306,  Lng: -110.733694),  Route carried "on" structure: US 60,  Year Built: 1958,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,484 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,494 (year 2035),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.099,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.20m (76.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2011)
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Structure Number: 86,  Location: @ Jct Cottonwood St (Lat: 33.394658,  Lng: -110.785222),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,500 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,510 (year 2036),  Design Load: HS 20,  Features Intersected: Cottonwood St,  Facility Carried by Structure: Hill St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 86,  Location: @ Jct Cottonwood St (Lat: 33.394658,  Lng: -110.785222),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 2012),  Features Intersected: Cottonwood St,  Facility Carried by Structure: Hill St
Minimum Vertical Clearance: 4.12m (13.52ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 8602,  Location: 50 ft NE Jct Broad St (Lat: 33.400886,  Lng: -110.789822),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 900 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 910 (year 2036),  Features Intersected: Pinal Creek,  Facility Carried by Structure: Yuma St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  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: 1.4m (4.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 31.10m (102.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Total Project Cost: $1,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8603,  Location: 100 ft S Jct Broad St (Lat: 33.390117,  Lng: -110.780956),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1965,  Status: Posted for load,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 5,500 (year 2014),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,510 (year 2036),  Features Intersected: Pinal Creek,  Facility Carried by Structure: Jesse Hayes Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 0.7m (2.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 46.90m (153.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Total Project Cost: $1,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8696,  Location: 50 ft SE Jct Carico St (Lat: 33.390725,  Lng: -110.778694),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2036),  Features Intersected: McMillen Wash,  Facility Carried by Structure: Highland Drive
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  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: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 26.20m (85.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Total Project Cost: $1,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9507,  Location: 0.2 mi E Jct US 60 (Lat: 33.400000,  Lng: -110.794444),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,010 (year 2036),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Broad Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9508,  Location: 0.3 mi SE Jct US 60 (Lat: 33.399397,  Lng: -110.788883),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 9,000 (year 2014),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,010 (year 2036),  Design Load: HS 20,  Features Intersected: Pinal Creek,  Facility Carried by Structure: Broad Street
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9707,  Location: 300 ft N Jct Yuma St (Lat: 33.405556,  Lng: -110.788889),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 600 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 610 (year 2036),  Design Load: HS 20,  Features Intersected: Copper Gulch,  Facility Carried by Structure: High Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 0.6m (2.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 54.90m (180.12ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Critical Feature Inspection Date: March 2017,  Total Project Cost: $1,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9709,  Location: 300 ft SW Jct US 60 (Lat: 33.408333,  Lng: -110.797222),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,600 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,610 (year 2036),  Features Intersected: Graveyard Wash,  Facility Carried by Structure: Hackney Ave
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 14.60m (47.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Total Project Cost: $1,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 971,  Location: 50 ft N Jct Broad St (Lat: 33.402778,  Lng: -110.797222),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Posted for load,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 900 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 910 (year 2036),  Features Intersected: Pinal Creek,  Facility Carried by Structure: Haskins Rd
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 34.10m (111.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Total Project Cost: $1,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9711,  Location: 150 ft SW Jct Broad St (Lat: 33.400000,  Lng: -110.788889),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 800 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 810 (year 2036),  Features Intersected: Pinal Creek,  Facility Carried by Structure: Cottonwood St
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 41.50m (136.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Total Project Cost: $1,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1081,  Location: Int of Broad St & Hill St (Lat: 33.394444,  Lng: -110.788889),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,010 (year 2036),  Design Load: HS 20,  Features Intersected: McMillen Wash,  Facility Carried by Structure: Broad Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.4m (1.3ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.6m (8.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2016
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Structure Number: 1118,  Location: 0.1 mi N Jct Icehse Cn Rd (Lat: 33.381119,  Lng: -110.771028),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 4,178 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,188 (year 2036),  Design Load: HS 20,  Features Intersected: Icehouse Canyon Wash,  Facility Carried by Structure: Jessie Hayes Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 143.0m (469.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very 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: 32.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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