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


  • National Bridge Inventory (NBI) Statistics
  • 32Number of bridges
  • 171m561ftTotal length
  • $20,234,000Total costs
  • 224,820Total average daily traffic
  • 21,254Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Globe
  • No street view available for this location

New bridges - Historical Statistics

  • 21910-1919
  • 41920-1929
  • 31930-1939
  • 51950-1959
  • 71960-1969
  • 71970-1979
  • 21980-1989
  • 12000-2009
  • 12010-2015

Reconstructed bridges - Historical Statistics

  • 11950-1959
  • 21960-1969
  • 11970-1979
  • 11980-1989

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 36,  Location: 2.7 mi E Jct SR 188 (Lat: 33.405000,  Lng: -110.793333),  Route carried "on" structure: US 60,  Year Built: 1920,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 27,452 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,462 (year 2034),  Design Load: HS 20,  Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 402.413,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.4m (17.7ft),  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: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 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: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Bridge Improvement Cost: $568,000,  Roadway Improvement Cost: $395,000,  Total Project Cost: $1,673,000 ( Estimate for 2012),  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: 33.680000,  Lng: -113.940000),  Route carried "on" structure: US 60,  Year Built: 1932,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,600 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,610 (year 2032),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.514,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  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: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 549,  Location: 3.3 mi East of SR 188 (Lat: 33.396667,  Lng: -110.790000),  Route carried "on" structure: US 60,  Year Built: 1959,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 19,720 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,730 (year 2034),  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: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.1m (39.7ft),  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: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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 desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $395,000,  Total Project Cost: $2,213,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 971,  Location: 16.6 mi E Jct US 95 (Lat: 32.660000,  Lng: -114.333333),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 7,900 (year 2012),  Truck Traffic: 23%,  Average Future Daily Traffic: 7,910 (year 2033),  Design Load: HS 20,  Features Intersected: I 8; EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.255,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.4m (158.8ft),  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: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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 13,  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: 34.403333,  Lng: -112.073333),  Route carried "on" structure: State highway 17,  Year Built: 1963,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 200 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2034),  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: 8.5m (27.9ft),  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: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 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 14,  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 West of Jct US 70 (Lat: 33.395000,  Lng: -110.788333),  Route carried "on" structure: US 60,  Year Built: 1977,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 17,990 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,000 (year 2034),  Design Load: HS 20,  Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 403.188,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 2.5m (8.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1786,  Location: 1.15 mi West of Jct US 70 (Lat: 33.391667,  Lng: -110.786667),  Route carried "on" structure: US 60,  Year Built: 1977,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 17,990 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,000 (year 2034),  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: 20.7m (67.9ft),  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: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  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 West of Jct US 70 (Lat: 33.391667,  Lng: -110.800000),  Route carried "on" structure: US 60,  Year Built: 1977,  Status: Open,  Structure Length: 30.87m (101.28ft),  Average Daily Traffic: 17,990 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,000 (year 2034),  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: 18.2m (59.7ft),  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: 18.2m (59.7ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 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: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 32.58m (106.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Bridge Improvement Cost: $4,502,000,  Roadway Improvement Cost: $375,000,  Total Project Cost: $6,565,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4276,  Location: 100' E Jct SR 77 (Lat: 33.373333,  Lng: -110.736667),  Route carried "on" structure: US 70,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 7,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,010 (year 2032),  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: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 11,  Bridge Improvement Cost: $305,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $1,206,000 ( Estimate for 2011)
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Structure Number: 488,  Location: 10.6 mi W Jct US 80 (Lat: 31.380000,  Lng: -110.043333),  Route carried "on" structure: State highway 92,  Year Built: 1961,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 3,800 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,810 (year 2032),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 554.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  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 12
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Structure Number: 6482,  Location: 2.47 mi N of Jct US 70 (Lat: 33.416667,  Lng: -110.733333),  Route carried "on" structure: US 60,  Year Built: 1958,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,400 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,410 (year 2032),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 409.899,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 11,  Bridge Improvement Cost: $693,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $1,691,000 ( Estimate for 2011)
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Structure Number: 86,  Location: @ Jct Cottonwood St (Lat: 33.395000,  Lng: -110.800000),  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 2032),  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: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  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: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8602,  Location: 50 ft NE Jct Broad St (Lat: 33.416667,  Lng: -110.790000),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Posted for load,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 900 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 910 (year 2032),  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: 9.1m (29.9ft),  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: 0.1m (0.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.3 metric tons,  Inventory Rating: 24.3 metric tons,  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 minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.19m (10.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $1,003,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8603,  Location: 100 ft S Jct Broad St (Lat: 33.390000,  Lng: -110.781667),  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 2034),  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: 9.7m (31.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 17.1 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $356,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $1,208,000 ( Estimate for 2014),  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: 33.390000,  Lng: -110.778333),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Posted for load,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2034),  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: 6.6m (21.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 17.1 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $861,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8914,  Location: W Jct Icehouse Cyn Rd (Lat: 33.383333,  Lng: -110.781667),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 100 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 110 (year 2034),  Design Load: HS 20,  Features Intersected: Icehouse Canyon,  Facility Carried by Structure: Alamo Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 262,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  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: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $60,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9507,  Location: 0.2 mi E Jct US 60 (Lat: 33.400000,  Lng: -110.790000),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,010 (year 2032),  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: 18.2m (59.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 12,  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: 33.400000,  Lng: -110.788333),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 9,000 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,010 (year 2032),  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: 18.2m (59.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  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: 33.403333,  Lng: -110.786667),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 600 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 610 (year 2032),  Design Load: H 15,  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: 10.6m (34.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.48m (17.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $1,125,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9709,  Location: 300 ft SW Jct US 60 (Lat: 33.398333,  Lng: -110.791667),  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 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,610 (year 2032),  Features Intersected: Graveyard Wash,  Facility Carried by Structure: Hackney Ave
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 17.1 metric tons,  Inventory Rating: 17.1 metric tons,  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: > 39.9% below),  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $786,000 ( 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: 33.416667,  Lng: -110.791667),  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 2034),  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: 5.4m (17.7ft),  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: 0.1m (0.3ft),  Right: 1.6m (5.2ft),  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: 17.1 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $904,000 ( 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: 33.393333,  Lng: -110.786667),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 800 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 810 (year 2034),  Features Intersected: Pinal Creek,  Facility Carried by Structure: Cottonwood St
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  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: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 17.1 metric tons,  Inventory Rating: 17.1 metric tons,  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: > 39.9% below),  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $939,000 ( 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: 33.390000,  Lng: -110.780000),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,010 (year 2032),  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: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  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: May 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1118,  Location: 0.1 mi N Icehouse Cyn Rd (Lat: 33.381667,  Lng: -110.771667),  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 2034),  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: 14.3m (46.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.0m (101.7ft),  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: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H206,  Location: 0.2 MI N OF W JCT 70/170 (Lat: 33.354975,  Lng: -110.649553),  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 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,900 (year 2034),  Design Load: HS 20,  Features Intersected: ALISO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.330,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 6.7m (22.0ft),  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: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than 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: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 488,  Location: 0.6 mi West of Jct US 70 (Lat: 33.395000,  Lng: -110.776667),  Route carried "under" structure: US 60,  Year Built: 1962,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 16,500 (year 2012),  Truck Traffic: 10%,  Features Intersected: US 60,  Facility Carried by Structure: Globe School Ped
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 404.379,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 562,  Location: 1.8 mi E Jct US 60 (Lat: 33.376667,  Lng: -110.745000),  Route carried "under" structure: US 70,  Year Built: 1959,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 7,700 (year 2012),  Truck Traffic: 10%,  Features Intersected: IRR US 70,  Facility Carried by Structure: IRR ATSF Railroad
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 408.177,  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: 1786,  Location: 1.15 mi West of Jct US 70 (Lat: 33.391667,  Lng: -110.786667),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 800 (year 2012),  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 West of Jct US 70 (Lat: 33.391667,  Lng: -110.800000),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 30.87m (101.28ft),  Average Daily Traffic: 5,500 (year 2012),  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 East of Jct SR 188 (Lat: 33.396667,  Lng: -110.706667),  Route carried "under" structure: US 60,  Year Built: 1981,  Structure Length: 10.31m (33.83ft),  Average Daily Traffic: 19,500 (year 2012),  Truck Traffic: 10%,  Features Intersected: US 60,  Facility Carried by Structure: Central School Ped
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 402.883,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 86,  Location: @ Jct Cottonwood St (Lat: 33.395000,  Lng: -110.800000),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 700 (year 2012),  Features Intersected: Cottonwood St,  Facility Carried by Structure: Hill St
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: 9506,  Location: Jct US 60 & Broad St (Lat: 33.416667,  Lng: -110.791667),  Route carried "under" structure: City street ,  Year Built: 1923,  Structure Length: 17.71m (58.10ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 1%,  Features Intersected: Broad Street,  Facility Carried by Structure: SP Railroad
Minimum Vertical Clearance: 0.44m (1.44ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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