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

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Structure Number: 2659,  Location: 1.6 mi E Jct I 10 (Lat: 32.215700,  Lng: -110.956800),  Route carried "on" structure: ,  Year Built: 1998,  Status: Open,  Structure Length: 5.94m (19.49ft),  Design Load: Railroad,  Features Intersected: Euclid/Park Ave,  Facility Carried by Structure: SPRR Mainline
Kilometerpoint: 0.000,  Lanes under structure: 6,  Owner: State Highway Agency,  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Underclear: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 266,  Location: 1.6 mi E Jct I 10 (Lat: 32.215300,  Lng: -110.956700),  Route carried "on" structure: ,  Year Built: 1998,  Status: Open,  Structure Length: 4.48m (14.70ft),  Design Load: Railroad,  Features Intersected: Euclid/Park Ave,  Facility Carried by Structure: SPRR Nogales
Kilometerpoint: 0.000,  Lanes under structure: 6,  Owner: State Highway Agency,  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Underclear: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 2661,  Location: 1.6 mi E Jct I 10 (Lat: 32.225000,  Lng: -110.961111),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 6,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,010 (year 2037),  Design Load: HS 20,  Features Intersected: Euclid/Park Ave,  Facility Carried by Structure: 16th St/Mill St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Total Project Cost: $1,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2783,  Location: 4.0 mi N Jct I-19 (Lat: 32.250600,  Lng: -110.993300),  Route carried "on" structure: Interstate 10,  Year Built: 2009,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 151,922 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 151,932 (year 2037),  Design Load: HS 20,  Features Intersected: Grant Road
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 412.233,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 43.6m (143.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2784,  Location: 5.0 mi N Jct I-19 (Lat: 32.236000,  Lng: -110.984100),  Route carried "on" structure: Interstate 10,  Year Built: 2009,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 173,785 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 173,795 (year 2038),  Design Load: HS 20,  Features Intersected: Speedway Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 414.100,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2853,  Location: 1.8 mi N Jct I-19 (Lat: 32.221100,  Lng: -110.980100),  Route carried "on" structure: Interstate 10,  Year Built: 2009,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 166,039 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 166,049 (year 2037),  Design Load: HS 20,  Features Intersected: Congress Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 415.854,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 43.5m (142.7ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2854,  Location: 1.6 mi N Jct I-19 (Lat: 32.217500,  Lng: -110.979700),  Route carried "on" structure: Interstate 10,  Year Built: 2009,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 166,039 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 166,049 (year 2038),  Design Load: HS 20,  Features Intersected: Clark Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 416.225,  Lanes on structure: 8,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 43.5m (142.7ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2855,  Location: 1.6 mi N Jct I-19 (Lat: 32.217500,  Lng: -110.979300),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2009,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,010 (year 2038),  Design Load: HS 20,  Features Intersected: Clark Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 416.225,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2856,  Location: 1.6 mi N Jct I-19 (Lat: 32.217500,  Lng: -110.980000),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2009,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 14,370 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,380 (year 2038),  Design Load: HS 20,  Features Intersected: Clark Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 416.225,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2857,  Location: 1.2 mi N Jct I-19 (Lat: 32.212200,  Lng: -110.979600),  Route carried "on" structure: Interstate 10,  Year Built: 2009,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 166,039 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 166,049 (year 2037),  Design Load: HS 20,  Features Intersected: 18th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 416.820,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 56.4m (185.0ft),  Out-to-Out Width: 58.3m (191.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2858,  Location: 1.0 mi N Jct I-19 (Lat: 32.207000,  Lng: -110.979600),  Route carried "on" structure: Interstate 10,  Year Built: 2009,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 166,039 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 166,049 (year 2037),  Design Load: HS 20,  Features Intersected: 22nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 417.383,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 43.5m (142.7ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2895,  Location: 0.9 mi N Jct SR 77 (Lat: 32.275000,  Lng: -111.016667),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,010 (year 2039),  Design Load: HS 20,  Features Intersected: I-10,  Facility Carried by Structure: Prince Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2896,  Location: 280' E Jct I-10 (Lat: 32.275000,  Lng: -111.016667),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,010 (year 2039),  Design Load: HS 20,  Features Intersected: Union Pacific RR,  Facility Carried by Structure: Prince Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 5.9m (19.4ft),  Right: 9.2m (30.2ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2994,  Location: 475 ft W Jct I-10 (Lat: 32.275000,  Lng: -111.019444),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 9,516 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,526 (year 2037),  Design Load: HS 20,  Features Intersected: Utility Corridor,  Facility Carried by Structure: Prince Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4158,  Location: 3.9 mi W Jct SR 73 (Lat: 33.982400,  Lng: -110.302100),  Route carried "on" structure: US 60,  Year Built: 1953,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,788 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,798 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 505.880,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Total Project Cost: $1,000 ( Estimate for 2021)

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Structure Number: 4624,  Location: 1.0 mi W Jct I-19 (Lat: 32.177900,  Lng: -111.001400),  Route carried "on" structure: State highway 86,  Year Built: 1962,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 34,035 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 46,944 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 274.313,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4728,  Location: 350' S Jct Ft Lowell Rd (Lat: 32.263700,  Lng: -110.978100),  Route carried "on" structure: State highway 77,  Year Built: 1965,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 40,463 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,473 (year 2038),  Design Load: HS 20,  Features Intersected: Cemetery Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.270,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 59.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4729,  Location: 1.8 mi NE Jct I-10 (Lat: 32.266500,  Lng: -110.978100),  Route carried "on" structure: State highway 77,  Year Built: 1965,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 40,463 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,473 (year 2037),  Design Load: HS 20,  Features Intersected: Navajo Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.570,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4731,  Location: 14.3 mi S Jct SR 79 (Lat: 32.363100,  Lng: -110.971000),  Route carried "on" structure: State highway 77,  Year Built: 1953,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 45,414 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,424 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.450,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 4732,  Location: 12.1 mi S Jct SR 79 (Lat: 32.393100,  Lng: -110.962500),  Route carried "on" structure: State highway 77,  Year Built: 1953,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 22,691 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,701 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.030,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 4744,  Location: 21.2 mi N Jct SR 77 (Lat: 32.782500,  Lng: -111.167800),  Route carried "on" structure: State highway 79,  Year Built: 1946,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,613 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,623 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5219,  Location: 130' W Jct Flowing Wells (Lat: 32.261200,  Lng: -110.995500),  Route carried "on" structure: State highway 77,  Year Built: 1931,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 36,824 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 36,834 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.270,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5551,  Location: 9.2 mi W Jct SR B10 (Lat: 32.227600,  Lng: -110.981800),  Route carried "on" structure: Interstate 10,  Year Built: 1950,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 175,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 175,010 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 415.200,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 57.3m (188.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: 5552,  Location: 1.5 mi N Jct I-19 (Lat: 32.212900,  Lng: -110.979600),  Route carried "on" structure: Interstate 10,  Year Built: 1951,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 169,529 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 169,539 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 416.880,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 33 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: 1.8m (5.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Total Project Cost: $1,000 ( Estimate for 2021)

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Structure Number: 5555,  Location: 1.3 mi E Jct SR B10 (Lat: 32.151500,  Lng: -110.899000),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 70,636 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 70,646 (year 2040),  Design Load: HS 20,  Features Intersected: Julian Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 427.940,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: 5828,  Location: 4.5 mi S Jct I 10 (Lat: 32.130639,  Lng: -110.986611),  Route carried "on" structure: Interstate 19,  Year Built: 1965,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 44,120 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,130 (year 2034),  Design Load: HS 20,  Features Intersected: El Vado Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.291,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016)

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Structure Number: 583,  Location: 4.0 mi S Jct I 10 (Lat: 32.137556,  Lng: -110.986639),  Route carried "on" structure: Interstate 19,  Year Built: 1965,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 65,967 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 65,977 (year 2034),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.048,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 62.6 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: 2.04m (6.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016)

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Structure Number: 6511,  Location: 2.6 mi S Jct I 10 (Lat: 32.157306,  Lng: -110.986167),  Route carried "on" structure: Interstate 19,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 65,967 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 65,977 (year 2034),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.317,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 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: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Total Project Cost: $2,000 ( Estimate for 2016)

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Structure Number: 6514,  Location: 1.3 mi S Jct I 10 (Lat: 32.176389,  Lng: -110.985611),  Route carried "on" structure: Interstate 19,  Year Built: 1964,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 82,962 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 82,972 (year 2034),  Design Load: HS 20,  Features Intersected: Rodeo Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.463,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 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: 2.77m (9.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000 ( Estimate for 2016)

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Structure Number: 6515,  Location: 2.5 mi W Jct SR 83 (Lat: 32.031300,  Lng: -110.723300),  Route carried "on" structure: ServiceState highway 10,  Year Built: 1928,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 30 (year 2020),  Average Future Daily Traffic: 40 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 449.168,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  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 24 months,  Inspection Date: November 2021

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Structure Number: 6754,  Location: 8.0 mi NE Jct I-10 (Lat: 32.348700,  Lng: -110.975600),  Route carried "on" structure: State highway 77,  Year Built: 1979,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 45,414 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,424 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 121.970,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 6755,  Location: 13.9 mi S Jct SR 79 (Lat: 32.368400,  Lng: -110.968700),  Route carried "on" structure: State highway 77,  Year Built: 1953,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 49,290 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 49,300 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.080,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 6756,  Location: 12.6 mi S Jct SR 79 (Lat: 32.385700,  Lng: -110.964200),  Route carried "on" structure: State highway 77,  Year Built: 1979,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 22,691 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,701 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.100,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 6757,  Location: 12.3 mi S Jct SR 79 (Lat: 32.391900,  Lng: -110.963200),  Route carried "on" structure: State highway 77,  Year Built: 1979,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 22,691 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,701 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.870,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 6788,  Location: 0.2 mi W Jct I-19 (Lat: 32.104833,  Lng: -110.995611),  Route carried "on" structure: ServiceState highway 19,  Year Built: 1986,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,053 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,063 (year 2034),  Design Load: HS 20,  Features Intersected: Drainage Wash,  Facility Carried by Structure: IRR San Xavier Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.620,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020

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Structure Number: 6812,  Location: 11.3 mi S Jct SR 79 (Lat: 32.403500,  Lng: -110.951200),  Route carried "on" structure: State highway 77,  Year Built: 1985,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 32,680 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,690 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.510,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 6814,  Location: 7.3 mi E Jct I-19 (Lat: 32.128600,  Lng: -110.881100),  Route carried "on" structure: ServiceState highway 10,  Year Built: 1986,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 550 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 560 (year 2040),  Design Load: HS 20,  Features Intersected: Earp Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 430.920,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021

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Structure Number: 6823,  Location: 2.2 mi S Jct I 10 (Lat: 32.161306,  Lng: -110.984667),  Route carried "on" structure: Ramp Interstate 19,  Year Built: 1986,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,010 (year 2034),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.929,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020

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Structure Number: 6907,  Location: 16.7 miles S of I-10 (Lat: 33.441667,  Lng: -112.486111),  Route carried "on" structure: State highway 347,  Year Built: 1994,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,138 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,148 (year 2038),  Design Load: HS 20,  Features Intersected: Sta Cruz Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 277.730,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018

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Structure Number: 6921,  Location: 0.3 mi W Jct SR77 (Lat: 32.427139,  Lng: -110.939250),  Route carried "on" structure: State highway 989,  Year Built: 1992,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 17,266 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,276 (year 2034),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.534,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.63m (28.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 6922,  Location: 0.8 mi W Jct SR 77 (Lat: 32.427194,  Lng: -110.948500),  Route carried "on" structure: State highway 989,  Year Built: 1992,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 17,266 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,276 (year 2034),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.649,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 7077,  Location: 0.3mi S fr Ruthrauff/I-10 (Lat: 32.290400,  Lng: -111.026200),  Route carried "on" structure: Interstate 10,  Year Built: 2012,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 124,645 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 124,655 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 406.955,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 76.8m (252.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2014)

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Structure Number: 7079,  Location: Jct I-10 & I-19 (Lat: 32.197600,  Lng: -110.978600),  Route carried "on" structure: Interstate 10,  Year Built: 2005,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 149,372 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 149,382 (year 2040),  Design Load: HS 20,  Features Intersected: Greyhound Wash
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 418.570,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 76.8m (252.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000 ( Estimate for 2021)

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Structure Number: 708,  Location: 0.5mi S of I-10 TI (Lat: 32.187806,  Lng: -110.982750),  Route carried "on" structure: Interstate 19,  Year Built: 2004,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 93,432 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 93,442 (year 2034),  Design Load: HS 20,  Features Intersected: Unnamed wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.745,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016)

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Structure Number: 7115,  Location: 8.3 mi N Jct I-10 (Lat: 32.358500,  Lng: -110.972900),  Route carried "on" structure: State highway 77,  Year Built: 1979,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 45,414 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,424 (year 2038),  Design Load: HS 20,  Features Intersected: Wet & Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.330,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.9m (3.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)