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

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Structure Number: 26,  Location: 13.8 mi E Jct US 60 (Lat: 33.539000,  Lng: -111.443600),  Route carried "on" structure: State highway 88,  Year Built: 1924,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 1,715 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,725 (year 2040),  Design Load: H 15,  Features Intersected: First Water Creek
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 337.479,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: December 2019,  Total Project Cost: $1,000 ( Estimate for 2020),  Deck Structure Type: Open Grating

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Structure Number: 65,  Location: 12.2 mi E Jct US 191 (Lat: 31.458467,  Lng: -109.456808),  Route carried "on" structure: State highway 80,  Year Built: 1930,  Year Reconstructed: 1938,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 559 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 569 (year 2038),  Design Load: HS 20,  Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 606.417,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85,  Location: 3.2 mi E Jct I-10 (Lat: 33.676200,  Lng: -113.958500),  Route carried "on" structure: US 60,  Year Built: 1932,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,553 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,563 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.426,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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: Bituminous

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Structure Number: 103,  Location: 0.6 mi N Jct SR 82 (Lat: 31.754700,  Lng: -110.104400),  Route carried "on" structure: State highway 80,  Year Built: 1934,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 3,239 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,338 (year 2039),  Design Load: HS 20,  Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 504.256,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104,  Location: 17.3 mi S Jct SR 69 (Lat: 34.427800,  Lng: -112.583000),  Route carried "on" structure: State highway 89,  Year Built: 1934,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,288 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,298 (year 2038),  Design Load: H 15,  Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 475.336,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111,  Location: 4.0 mi N Jct US 89 (Lat: 36.694400,  Lng: -111.654600),  Route carried "on" structure: Alternate US 89,  Year Built: 1934,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 929 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 939 (year 2039),  Design Load: HS 20,  Features Intersected: Petal Hills Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 849.959,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to 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 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 112,  Location: 6.4 mi N Jct US 89 (Lat: 36.720400,  Lng: -111.644200),  Route carried "on" structure: Alternate US 89,  Year Built: 1934,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 927 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 937 (year 2039),  Design Load: HS 20,  Features Intersected: Jackass Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 853.725,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 193,  Location: 15.2 mi E Jct US 60 (Lat: 33.533300,  Lng: -111.424400),  Route carried "on" structure: State highway 88,  Year Built: 1916,  Year Reconstructed: 1937,  Status: Open,  Structure Length: 14.87m (48.79ft),  Average Daily Traffic: 1,715 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,725 (year 2040),  Design Load: H 15,  Features Intersected: Boulder Creek
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 339.781,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.06m (52.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: December 2019,  Bridge Improvement Cost: $1,000,  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: 22,  Location: 0.3 mi E Jct I40/Beale St (Lat: 35.190500,  Lng: -114.062600),  Route carried "on" structure: Business State highway 40,  Year Built: 1939,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 2,979 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,989 (year 2037),  Design Load: HS 20,  Features Intersected: Johnson Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.118,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

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

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Structure Number: 266,  Location: 2.6 mi E Jct SR 188 (Lat: 33.407600,  Lng: -110.793200),  Route carried "on" structure: US 60,  Year Built: 1942,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 21,938 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,288 (year 2040),  Design Load: HS 20,  Features Intersected: Pinal Creek
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 401.757,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.97m (16.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 365,  Location: 13.8 mi E Jct SR 95 (Lat: 34.841900,  Lng: -114.145800),  Route carried "on" structure: Interstate 40,  Year Built: 1951,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 5,826 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 5,836 (year 2038),  Design Load: HS 20,  Features Intersected: Mackenzie Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.916,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 463,  Location: 4.2 mi W Jct SR 83 (Lat: 32.045097,  Lng: -110.747789),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 32,540 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 32,550 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 446.529,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: Bituminous

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Structure Number: 502,  Location: 0.11 mi E Jct I 10 (Lat: 32.260800,  Lng: -111.000600),  Route carried "on" structure: State highway 77,  Year Built: 1957,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 12,277 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,287 (year 2039),  Design Load: HS 20,  Features Intersected: Rillito SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.838,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 503,  Location: 0.11 mi E Jct I 10 (Lat: 32.260700,  Lng: -111.000500),  Route carried "on" structure: State highway 77,  Year Built: 1957,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 12,277 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,287 (year 2039),  Design Load: HS 20,  Features Intersected: Rillito SPRR
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 109.838,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 583,  Location: 29.0 mi N Jct I-8 (Lat: 32.939700,  Lng: -114.307100),  Route carried "on" structure: US 95,  Year Built: 1961,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 2,407 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,417 (year 2037),  Design Load: HS 20,  Features Intersected: Castle Dome Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.746,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 596,  Location: 9.0 mi E Jct I-19 (Lat: 32.114492,  Lng: -110.858211),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 61,642 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 61,652 (year 2040),  Design Load: HS 20,  Features Intersected: Wilmot Rd
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 433.493,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Underclear: Meets minimum limits,  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: 597,  Location: 9.0 mi E Jct I-19 (Lat: 32.114803,  Lng: -110.858206),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 61,642 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 61,652 (year 2040),  Design Load: HS 20,  Features Intersected: Wilmot Rd
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 433.493,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Underclear: Meets minimum limits,  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: 708,  Location: 13.4 mi W Jct US 191 (Lat: 35.099100,  Lng: -109.641300),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 500 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 510 (year 2036),  Design Load: HS 20,  Features Intersected: I-40,  Facility Carried by Structure: Pinta Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 711,  Location: 12.8 mi E Jct I-19 (Lat: 32.082100,  Lng: -110.805700),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 7,249 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,259 (year 2039),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: Rita Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  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: 754,  Location: 6.5 mi N Jct SR 69 (Lat: 34.406000,  Lng: -112.071900),  Route carried "on" structure: Interstate 17,  Year Built: 1963,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 13,542 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,552 (year 2040),  Design Load: HS 20,  Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 433.091,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 845,  Location: 15.5 mi W Jct SR 99 (Lat: 35.117700,  Lng: -111.100300),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 10,200 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 10,210 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: Canyon Diablo
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 370.140,  Lanes on 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: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,  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: 847,  Location: 16.8 mi S Jct US 93 (Lat: 34.963900,  Lng: -114.143800),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 6,434 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 6,444 (year 2038),  Design Load: HS 20,  Features Intersected: Walnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.596,  Lanes on 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: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 852,  Location: 14.6 mi E Jct SR 87 (Lat: 34.965300,  Lng: -110.407500),  Route carried "on" structure: Interstate 40,  Year Built: 1969,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 10,738 (year 2021),  Truck Traffic: 41%,  Average Future Daily Traffic: 10,748 (year 2041),  Design Load: HS 20,  Features Intersected: Manila Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 436.905,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 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: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 853,  Location: 10.9 mi N Jct I-19 (Lat: 32.328700,  Lng: -111.057100),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 42,408 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 42,418 (year 2040),  Design Load: HS 20,  Features Intersected: Canada Del Oro Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 401.515,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 854,  Location: 9.7 mi N Jct I-19 (Lat: 32.315800,  Lng: -111.046300),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 40,946 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 40,956 (year 2037),  Design Load: HS 20,  Features Intersected: Rillito Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 403.398,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 856,  Location: 9.6 mi E Jct SR 88 (Lat: 33.323300,  Lng: -111.426300),  Route carried "on" structure: US 60,  Year Built: 1965,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 6,937 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,947 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 330.511,  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: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: 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: 87,  Location: 9.2 mi N Jct I-19 (Lat: 32.309200,  Lng: -111.042100),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 48,122 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 48,132 (year 2037),  Design Load: HS 20,  Features Intersected: Sunset Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 404.235,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 901,  Location: 18.1 mi E Jct SR 95 (Lat: 34.901900,  Lng: -114.155100),  Route carried "on" structure: Interstate 40,  Year Built: 1966,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 5,743 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 5,753 (year 2038),  Design Load: HS 20,  Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.820,  Lanes on 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: 4,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 903,  Location: at Jct SR 77 (Lat: 34.973200,  Lng: -110.086900),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 8,714 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 8,724 (year 2040),  Design Load: HS 20,  Features Intersected: SR 77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 471.248,  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: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 918,  Location: 7.1 mi E Jct US 191 (Lat: 35.281408,  Lng: -109.240033),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 8,354 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 8,364 (year 2038),  Design Load: HS 20,  Features Intersected: Pine Springs Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 557.718,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 92,  Location: 15.9 mi E Jct SR 95 (Lat: 34.872300,  Lng: -114.147900),  Route carried "on" structure: ,  Year Built: 1966,  Status: Open,  Structure Length: 8.93m (29.30ft),  Design Load: Pedestrian,  Features Intersected: I-40,  Facility Carried by Structure: Pedestrian OP
Kilometerpoint: 0.000,  Lanes under structure: 4,  Owner: State Highway Agency,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Out-to-Out Width: 3.2m (10.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 935,  Location: 6.3 mi N Jct SR 289 (Lat: 31.506100,  Lng: -111.012100),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 700 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 710 (year 2038),  Design Load: HS 20,  Features Intersected: I 19,  Facility Carried by Structure: Peck Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 979,  Location: 18.5 mi N Jct SR 89A (Lat: 34.869600,  Lng: -112.470000),  Route carried "on" structure: State highway 89,  Year Built: 1967,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 14,294 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,304 (year 2041),  Design Load: HS 20,  Features Intersected: Big Chino Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 540.659,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 982,  Location: 7.0 mi S Jct SR 260 (Lat: 33.993400,  Lng: -109.909900),  Route carried "on" structure: State highway 73,  Year Built: 1967,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 5,856 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,866 (year 2039),  Design Load: HS 20,  Features Intersected: Coal Mine Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 564.477,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 997,  Location: @ CAP MILEPOST 144.625 (Lat: 33.779722,  Lng: -112.321139),  Route carried "on" structure: Federal lands road ,  Year Built: 1981,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 10 (year 2020),  Average Future Daily Traffic: 20 (year 2040),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Caterpiller TNK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: 998,  Location: @ CAP MILEPOST 225.418 (Lat: 33.087300,  Lng: -111.414800),  Route carried "on" structure: Federal lands road ,  Year Built: 1984,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 10 (year 2020),  Average Future Daily Traffic: 20 (year 2040),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Gas Line Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

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: 56.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 1028,  Location: 0.2 mi W Jct US 70 (Lat: 33.395000,  Lng: -110.769000),  Route carried "on" structure: US 60,  Year Built: 1930,  Year Reconstructed: 1937,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 16,287 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,297 (year 2040),  Design Load: HS 20,  Features Intersected: McMillen Wash
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 405.152,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031,  Location: 4.2 mi E Jct US191 North (Lat: 32.356981,  Lng: -109.613247),  Route carried "on" structure: ServiceState highway 10,  Year Built: 1940,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 105 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 115 (year 2039),  Design Load: H 15,  Features Intersected: California Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 573.812,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1032,  Location: 0.9 mi E Jct US 191 (Lat: 32.352669,  Lng: -109.609511),  Route carried "on" structure: ,  Year Built: 1941,  Status: Open,  Structure Length: 1.62m (5.31ft),  Design Load: Railroad,  Features Intersected: I-10; WFR,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1052,  Location: 7.3 mi E Jct I-19 (Lat: 32.129183,  Lng: -110.880786),  Route carried "on" structure: ServiceState highway 10,  Year Built: 1960,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,300 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,310 (year 2040),  Design Load: HS 20,  Features Intersected: Earp Wash Trib
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 430.741,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

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

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Structure Number: 1107,  Location: 2.0 mi East Jct I 19 (Lat: 32.178100,  Lng: -110.946400),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 44,468 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 44,478 (year 2040),  Design Load: HS 20,  Features Intersected: Ajo Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 422.356,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1108,  Location: 2.0 mi E Jct I 19 (Lat: 32.178100,  Lng: -110.945600),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 42,939 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 42,949 (year 2040),  Design Load: HS 20,  Features Intersected: Ajo Way; FAU 8173
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 422.356,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous