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

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Structure Number: H149,  Location: 2.3 KM N OF AZ 87/287 JCT (Lat: 33.017472,  Lng: -111.524444),  Route carried "on" structure: Federal lands road 187,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 750 (year 2041),  Design Load: HS 20,  Features Intersected: GILA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H57614B0144,  Location: 1.5 KM NORTH OF SACATON (Lat: 33.091694,  Lng: -111.741194),  Route carried "on" structure: Federal lands road 7,  Year Built: 2015,  Status: Open,  Structure Length: 4.25m (13.94ft),  Average Daily Traffic: 4,224 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,252 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GILA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.300,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H57614B0814,  Location: 6.7 KM NORTH OF COOLIDGE (Lat: 33.038389,  Lng: -111.522472),  Route carried "on" structure: Federal lands road 802,  Year Built: 1970,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 75 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 90 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.000,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: H57614B0817,  Location: 01.KM N OF JCT W/VEE QUIV (Lat: 33.314300,  Lng: -112.182000),  Route carried "on" structure: Federal lands road ,  Year Built: 2017,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,100 (year 2041),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: S. KAMATKE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 546,  Location: 03.9 mi N Jct SR 287 (Lat: 32.936100,  Lng: -111.515000),  Route carried "on" structure: State highway 87,  Year Built: 1931,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 7,543 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,553 (year 2040),  Design Load: HS 20,  Features Intersected: Mc Clellan Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.893,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $1,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 579,  Location: 3.4 mi W Jct SR 287 (Lat: 33.002500,  Lng: -111.577100),  Route carried "on" structure: State highway 87,  Year Built: 1920,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 11,829 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,839 (year 2039),  Design Load: HS 20,  Features Intersected: Pima Lateral Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.607,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Total Project Cost: $1,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 61,  Location: 4.7 mi W Jct SR 287 (Lat: 33.002600,  Lng: -111.599800),  Route carried "on" structure: State highway 87,  Year Built: 1960,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 10,940 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,950 (year 2040),  Design Load: HS 20,  Features Intersected: McClellan Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 223.715,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $1,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2453,  Location: 0.1 mi E Jct SR 87 (Lat: 33.002597,  Lng: -111.519767),  Route carried "on" structure: State highway 287,  Year Built: 1999,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 10,952 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,962 (year 2038),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.036,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2824,  Location: 18 mi N Jct I-10 (Lat: 32.991400,  Lng: -111.523900),  Route carried "on" structure: State highway 87,  Year Built: 2005,  Status: Open,  Structure Length: 2.23m (7.32ft),  Design Load: Pedestrian,  Features Intersected: Pima Lateral Canal,  Facility Carried by Structure: Coolidge Ped Path
Minimum Vertical Clearance: 2.53m (8.30ft),  Kilometerpoint: 215.652,  Owner: State Highway Agency,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 3.4m (11.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4628,  Location: 0.8 mi S Jct SR 287 (Lat: 32.867700,  Lng: -111.515200),  Route carried "on" structure: State highway 87,  Year Built: 1931,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5,099 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,109 (year 2040),  Design Load: HS 20,  Features Intersected: Casa Grande Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 201.380,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 4629,  Location: 3.6 mi N Jct SR 287 (Lat: 32.932300,  Lng: -111.515000),  Route carried "on" structure: State highway 87,  Year Built: 1959,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 7,543 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,553 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.540,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5124,  Location: 5.9 mi W Jct US 89 (Lat: 33.005556,  Lng: -111.475000),  Route carried "on" structure: State highway 287,  Year Built: 1962,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,952 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,962 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 222.290,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Total Project Cost: $1,000 ( Estimate for 2018)

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Structure Number: 7724,  Location: 0.8 mi N Jct SR 287 (Lat: 33.015300,  Lng: -111.473300),  Route carried "on" structure: County highway ,  Year Built: 1989,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 43.31m (142.09ft),  Average Daily Traffic: 7,675 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,685 (year 2041),  Design Load: HS 20,  Features Intersected: Gila River,  Facility Carried by Structure: Attaway Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.4 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7913,  Location: 32 ft N Jct Coolidge Ave (Lat: 32.973433,  Lng: -111.541258),  Route carried "on" structure: City street ,  Year Built: 1993,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,010 (year 2039),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Kenworthy Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8208,  Location: 100 ft S Jct SR 87 (Lat: 33.001950,  Lng: -111.575956),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 45 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 55 (year 2040),  Design Load: HS 20,  Features Intersected: Pima Lateral Canal,  Facility Carried by Structure: MacRae Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 69.9 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: Equal to present minimum criteria,  Deck Geometry: Equal to 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8436,  Location: 0.1 mi E Jct SR 87 (Lat: 32.850500,  Lng: -111.513900),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 450 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 460 (year 2040),  Features Intersected: Casa Grande Canal Ext,  Facility Carried by Structure: Selma Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Total Project Cost: $1,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8437,  Location: 0.8 mi S Jct SR 287 (Lat: 32.868700,  Lng: -111.532500),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 450 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 460 (year 2040),  Design Load: HS 20,  Features Intersected: Casa Grande Canal,  Facility Carried by Structure: La Palma Road
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 884,  Location: 0.5 mi S Cactus Forest Rd (Lat: 32.961500,  Lng: -111.421700),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 210 (year 2040),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9061,  Location: 5.8 mi E Jct SR 87 (Lat: 32.973533,  Lng: -111.424469),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,598 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,608 (year 2040),  Design Load: HS 20,  Features Intersected: Florence-Casa Grande Cnl,  Facility Carried by Structure: Kenilworth Road
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $1,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9062,  Location: 5.0 mi E Jct SR 87 (Lat: 32.973800,  Lng: -111.438200),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,010 (year 2039),  Design Load: HS 20,  Features Intersected: Bogart Wash,  Facility Carried by Structure: Kenilworth Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 52.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9888,  Location: 5.0 mi W Jct SR 79 (Lat: 32.969900,  Lng: -111.415500),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 969 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 979 (year 2039),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Cactus Forest Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10119,  Location: 0.5 mi S Jct Coolidge Rd (Lat: 32.966300,  Lng: -111.438400),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 50 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 60 (year 2042),  Design Load: HS 20,  Features Intersected: Pima Lateral Canal,  Facility Carried by Structure: Valley Farms Road
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10128,  Location: 1.5 mi S Jct SR 87 (Lat: 32.978197,  Lng: -111.601150),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 49 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 59 (year 2040),  Design Load: HS 20,  Features Intersected: South Side Curry Rd Cnl,  Facility Carried by Structure: Curry Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very 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: 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 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10351,  Location: 0.3 mi E Jct Curry Road (Lat: 32.981742,  Lng: -111.595781),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 90 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 100 (year 2041),  Design Load: HS 20,  Features Intersected: South Side Canal,  Facility Carried by Structure: IRR Bechtel Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10356,  Location: 0.5 mi S of Kenilworth Rd (Lat: 32.966400,  Lng: -111.473000),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 638 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 648 (year 2040),  Design Load: HS 20,  Features Intersected: Pima Lateral Canal Br,  Facility Carried by Structure: Attaway Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10744,  Location: 0.2 mi N Jct VahKi Inn Rd (Lat: 32.991600,  Lng: -111.506500),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,010 (year 2039),  Design Load: HS 20,  Features Intersected: Pima Lateral Canal,  Facility Carried by Structure: Christensen Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11144,  Location: 0.5 mi W Jct Attaway Rd (Lat: 32.988322,  Lng: -111.481142),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,100 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,110 (year 2039),  Design Load: HS 20,  Features Intersected: Pima Lateral Canal,  Facility Carried by Structure: Vah Ki Inn Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Very good,  Culverts: Very 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11145,  Location: 0.5 mi W Jct Attaway Rd (Lat: 32.973900,  Lng: -111.481200),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,810 (year 2039),  Design Load: HS 20,  Features Intersected: Pima Lateral Canal,  Facility Carried by Structure: Kenilworth Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Very good,  Culverts: Very 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11181,  Location: 100 ft S Jct SR 87 (Lat: 33.002000,  Lng: -111.558600),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 3,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,510 (year 2039),  Design Load: HS 20,  Features Intersected: Pima Lateral Canal,  Facility Carried by Structure: Skousen Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: October 2019

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Structure Number: 11381,  Location: at Jct w/Hacienda Rd (Lat: 32.938194,  Lng: -111.669750),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 320 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 330 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: McCartney Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 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: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 11627,  Location: 2.2 miles E of I-10 (Lat: 32.938500,  Lng: -111.670400),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,010 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: McCartney Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019

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Structure Number: 11628,  Location: 1.8 miles E of I-10 (Lat: 32.938500,  Lng: -111.670400),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Weaver Rd
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),  Skew: 2 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: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous