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

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Structure Number: 157,  Location: 3.9 mi S Jct I-10 (Lat: 32.133400,  Lng: -109.910600),  Route carried "on" structure: US 191,  Year Built: 1936,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 1,378 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,388 (year 2037),  Design Load: H 15,  Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.240,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 397,  Location: 7.3 mi S of Jct B19 (Lat: 31.804000,  Lng: -111.013500),  Route carried "on" structure: Interstate 19,  Year Built: 1953,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 13,079 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,089 (year 2037),  Design Load: HS 20,  Features Intersected: Esperanza Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.808,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 614,  Location: 6.9 mi South of Jct SR 90 (Lat: 31.451900,  Lng: -109.934900),  Route carried "on" structure: State highway 80,  Year Built: 1960,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 4,397 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,407 (year 2038),  Design Load: HS 20,  Features Intersected: West Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 546.871,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $1,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 676,  Location: 15.2 mi E Jct US 191 (Lat: 35.310611,  Lng: -109.107106),  Route carried "on" structure: Interstate 40,  Year Built: 1964,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 7,948 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 7,958 (year 2038),  Design Load: HS 20,  Features Intersected: Hawthorne Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 570.689,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.9 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: Bituminous

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Structure Number: 679,  Location: 19.8 mi E Jct US 191 (Lat: 35.357647,  Lng: -109.051669),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 8,877 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 8,887 (year 2038),  Design Load: HS 20,  Features Intersected: Lupton Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 578.092,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: Bituminous

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Structure Number: 1354,  Location: 2.6 mi S Jct B 19 (Lat: 31.870200,  Lng: -110.990300),  Route carried "on" structure: Interstate 19,  Year Built: 1969,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 15,896 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,906 (year 2039),  Design Load: HS 20,  Features Intersected: Esperanza Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.420,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1355,  Location: 2.6 mi S Jct B 19 (Lat: 31.870275,  Lng: -110.990575),  Route carried "on" structure: Interstate 19,  Year Built: 1969,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 15,896 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,906 (year 2039),  Design Load: HS 20,  Features Intersected: Esperanza Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.420,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 157,  Location: 1.9 mi N of Jct B 19 (Lat: 31.934000,  Lng: -110.986400),  Route carried "on" structure: Interstate 19,  Year Built: 1971,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 19,488 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 19,498 (year 2039),  Design Load: HS 20,  Features Intersected: Quartz Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.662,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1571,  Location: 1.9 mi N of Jct B 19 (Lat: 31.934000,  Lng: -110.986700),  Route carried "on" structure: Interstate 19,  Year Built: 1971,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 19,488 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 19,498 (year 2039),  Design Load: HS 20,  Features Intersected: Quartz Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.662,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1572,  Location: 2.6 mi N of Jct B 19 (Lat: 31.942800,  Lng: -110.986700),  Route carried "on" structure: Interstate 19,  Year Built: 1971,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 19,488 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,498 (year 2039),  Design Load: HS 20,  Features Intersected: El Toro Rd & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.708,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1573,  Location: 2.6 mi N of Jct B 19 (Lat: 31.942800,  Lng: -110.987000),  Route carried "on" structure: Interstate 19,  Year Built: 1971,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 19,488 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,498 (year 2039),  Design Load: HS 20,  Features Intersected: El Toro Rd & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.708,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1752,  Location: 8.4 mi S Jct S B 19 (Lat: 31.789600,  Lng: -111.021500),  Route carried "on" structure: Interstate 19,  Year Built: 1976,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 9,460 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,470 (year 2038),  Design Load: HS 20,  Features Intersected: Canoa Ranch Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.086,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1753,  Location: 8.4 mi S Jct S B 19 (Lat: 31.789700,  Lng: -111.021900),  Route carried "on" structure: Interstate 19,  Year Built: 1976,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 10,915 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,925 (year 2039),  Design Load: HS 20,  Features Intersected: Canoa Ranch Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.086,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1754,  Location: 3.8 mi S Jct B 19 (Lat: 31.851397,  Lng: -110.993439),  Route carried "on" structure: Interstate 19,  Year Built: 1976,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 13,079 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,089 (year 2037),  Design Load: HS 20,  Features Intersected: Continental Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.473,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1755,  Location: 3.8 mi S Jct B 19 (Lat: 31.851400,  Lng: -110.993800),  Route carried "on" structure: Interstate 19,  Year Built: 1976,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 15,708 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,718 (year 2037),  Design Load: HS 20,  Features Intersected: Continental Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.473,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1851,  Location: 7.3 mi S of Jct US B 19 (Lat: 31.804000,  Lng: -111.013500),  Route carried "on" structure: ServiceState highway 19,  Year Built: 1976,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 700 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 710 (year 2037),  Design Load: HS 20,  Features Intersected: Esperanza Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.808,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28,  Location: JCT of B-19/I-19 (Lat: 31.906056,  Lng: -110.985911),  Route carried "on" structure: Business State highway 19,  Year Built: 2005,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 18,365 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,375 (year 2037),  Design Load: HS 20,  Features Intersected: I-19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.650,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 42.1m (138.1ft)

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: 39.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2808,  Location: 27.9 mi N Jct SR 289 (Lat: 31.800000,  Lng: -111.150000),  Route carried "on" structure: ServiceState highway 19,  Year Built: 2010,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 25,499 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 25,509 (year 2037),  Design Load: HL 93,  Features Intersected: Unnamed Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.325,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2918,  Location: 29.0 mi N Jct SR 289 (Lat: 31.814600,  Lng: -111.007500),  Route carried "on" structure: ServiceInterstate 19,  Year Built: 2010,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 300 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 310 (year 2037),  Design Load: HL 93,  Features Intersected: Via Rio Fuerte Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.159,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2919,  Location: 31.7 mi N Jct SR 289 (Lat: 31.849100,  Lng: -110.993600),  Route carried "on" structure: Ramp Interstate 19,  Year Built: 2010,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 2,400 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,410 (year 2037),  Design Load: HL 93,  Features Intersected: I-19 E. Frtg Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.199,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 471,  Location: 29.5 mi S Jct SR 86 (Lat: 31.755956,  Lng: -111.040978),  Route carried "on" structure: Interstate 19,  Year Built: 1951,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 17,314 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,324 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.917,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 20 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: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017)

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Structure Number: 4711,  Location: 28.3 mi S Jct SR 86 (Lat: 31.771500,  Lng: -111.032700),  Route carried "on" structure: Interstate 19,  Year Built: 1951,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 17,314 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,324 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.849,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 4712,  Location: 27.9 mi S Jct SR 86 (Lat: 31.777900,  Lng: -111.029300),  Route carried "on" structure: Interstate 19,  Year Built: 1949,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 17,314 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,324 (year 2039),  Design Load: HS 20,  Features Intersected: Escondido Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.589,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 22 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: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: 2.59m (8.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017)

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Structure Number: 4714,  Location: 25.0 mi S Jct SR 86 (Lat: 31.825000,  Lng: -111.013889),  Route carried "on" structure: Interstate 19,  Year Built: 1953,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 16,845 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,855 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.159,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 4718,  Location: 32.8 mi N Jct SR 289 (Lat: 31.863889,  Lng: -110.997222),  Route carried "on" structure: Interstate 19,  Year Built: 1953,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 31,297 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,307 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.213,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  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: Satisfactory,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017)

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Structure Number: 5777,  Location: 32.5 mi N Jct SR 289 (Lat: 31.857600,  Lng: -110.992400),  Route carried "on" structure: Interstate 19,  Year Built: 1969,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 15,896 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,906 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.808,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 5778,  Location: 32.5 mi N Jct SR 289 (Lat: 31.857600,  Lng: -110.992800),  Route carried "on" structure: Interstate 19,  Year Built: 1969,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 15,896 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,906 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.808,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 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: Very good,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 5779,  Location: 2.4 mi S Jct B 19 (Lat: 31.863300,  Lng: -110.991400),  Route carried "on" structure: Interstate 19,  Year Built: 1969,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 17,344 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,354 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.806,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 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: Very good,  Culverts: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 578,  Location: 2.4 mi S Jct B 19 (Lat: 31.863300,  Lng: -110.991800),  Route carried "on" structure: Interstate 19,  Year Built: 1969,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 17,344 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,354 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.806,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 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: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.4 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: April 2021

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Structure Number: 5781,  Location: 1.9 mi S Jct B 19 (Lat: 31.878100,  Lng: -110.989200),  Route carried "on" structure: Interstate 19,  Year Built: 1969,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 34,688 (year 2019),  Truck Traffic: 30%,  Average Future Daily Traffic: 34,698 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.482,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 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: Very good,  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: 2.80m (9.19ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: 5782,  Location: 0.9 mi S Jct B 19 (Lat: 31.892200,  Lng: -110.987000),  Route carried "on" structure: Interstate 19,  Year Built: 1969,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 17,344 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,354 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.075,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021

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Structure Number: 5783,  Location: 0.9 mi S Jct B 19 (Lat: 31.892200,  Lng: -110.986700),  Route carried "on" structure: Interstate 19,  Year Built: 1953,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 17,344 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,354 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.075,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021

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Structure Number: 6323,  Location: 0.4 mi S Jct B 19 (Lat: 31.899600,  Lng: -110.985700),  Route carried "on" structure: Interstate 19,  Year Built: 1971,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 34,687 (year 2019),  Truck Traffic: 30%,  Average Future Daily Traffic: 34,697 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 68.928,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 20 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: 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: 2.80m (9.19ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 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: 6324,  Location: 0.4 mi N Jct B 19 (Lat: 31.916600,  Lng: -110.985900),  Route carried "on" structure: Interstate 19,  Year Built: 1971,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 38,976 (year 2019),  Truck Traffic: 30%,  Average Future Daily Traffic: 38,986 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.232,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 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: 1.37m (4.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Total Project Cost: $1,000 ( Estimate for 2021)

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Structure Number: 6601,  Location: 30.0 mi N Jct SR 289 (Lat: 31.833333,  Lng: -111.000000),  Route carried "on" structure: Interstate 19,  Year Built: 1976,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 13,170 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,180 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.380,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 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: 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 6602,  Location: 30.0 mi N Jct SR 289 (Lat: 31.833333,  Lng: -111.002778),  Route carried "on" structure: Interstate 19,  Year Built: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 13,170 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,180 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.380,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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: 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: April 2021

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Structure Number: 6603,  Location: 31.7 mi N Jct SR 289 (Lat: 31.852778,  Lng: -111.000000),  Route carried "on" structure: Interstate 19,  Year Built: 1976,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 31,297 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,307 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.537,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017)

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Structure Number: 6611,  Location: 25.4 mi N Jct SR 289 (Lat: 31.766947,  Lng: -111.035275),  Route carried "on" structure: Interstate 19,  Year Built: 1976,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 17,314 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,324 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.253,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 20 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 6612,  Location: 26.4 mi N Jct SR 289 (Lat: 31.766667,  Lng: -111.033333),  Route carried "on" structure: ServiceState highway 19,  Year Built: 1976,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 17,314 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,324 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.285,  Lanes on structure: 2,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 6613,  Location: 28.3 mi S Jct SR 86 (Lat: 31.772100,  Lng: -111.034900),  Route carried "on" structure: ServiceState highway 19,  Year Built: 1976,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 17,314 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,324 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.833,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.4 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 6614,  Location: 27.9 mi N Jct SR 289 (Lat: 31.800000,  Lng: -111.016667),  Route carried "on" structure: Interstate 19,  Year Built: 1976,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 26,340 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 26,350 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.309,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 25 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: 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 6839,  Location: 24.4 mi S Jct SR 86 (Lat: 31.825000,  Lng: -111.008333),  Route carried "on" structure: Interstate 19,  Year Built: 1976,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 26,340 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 26,350 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.996,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 684,  Location: 24.4 mi S Jct SR 86 (Lat: 31.825000,  Lng: -111.008333),  Route carried "on" structure: Interstate 19,  Year Built: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,010 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.077,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.8m (5.9ft)

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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2017

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Structure Number: 7765,  Location: 0.1 mi S of Whthouse Cnyn (Lat: 31.845117,  Lng: -110.968886),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 200 (year 2012),  Average Future Daily Traffic: 210 (year 2032),  Design Load: HS 20,  Features Intersected: Small Wash,  Facility Carried by Structure: Camino De La Canoa
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than 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: December 2019

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Structure Number: 7766,  Location: 2.3 mi S of Whthouse Cnyn (Lat: 31.821806,  Lng: -110.984372),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2032),  Design Load: HS 20,  Features Intersected: Medium Wash,  Facility Carried by Structure: Camino De La Canoa
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 93.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019

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Structure Number: 8307,  Location: 0.9 mi N Esperanza Blvd (Lat: 31.878078,  Lng: -110.987950),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,500 (year 2012),  Average Future Daily Traffic: 3,510 (year 2032),  Design Load: H 20,  Features Intersected: Small Wash,  Facility Carried by Structure: Abrego Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.9 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019