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

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Structure Number: 267,  Location: 3.2 mi N Jct SR 75 (Lat: 32.982908,  Lng: -109.259742),  Route carried "on" structure: US 191,  Year Built: 1942,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 2,625 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,635 (year 2041),  Design Load: H 15,  Features Intersected: Niger Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.858,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 274,  Location: 2.1 mi South of Jct SR 86 (Lat: 32.240000,  Lng: -112.749900),  Route carried "on" structure: State highway 85,  Year Built: 1943,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 1,416 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,426 (year 2039),  Design Load: H 15,  Features Intersected: Gunsight Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.514,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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,  Length Of Structure Improvement: 6.52m (21.39ft),  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: 486,  Location: 2.12 mi W of Jct US 95 (Lat: 32.729200,  Lng: -114.624500),  Route carried "on" structure: Business State highway 8,  Year Built: 1956,  Status: Open,  Structure Length: 25.51m (83.69ft),  Average Daily Traffic: 12,600 (year 2005),  Truck Traffic: 20%,  Average Future Daily Traffic: 19,202 (year 2037),  Design Load: HS 20,  Features Intersected: Colorado River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.04m (88.71ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Underwater Inspection Date: Febuary 2017,  Other Special Inspection Date: Febuary 2019,  Bridge Improvement Cost: $4,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 93,  Location: 12.2 mi W Jct SR 77 (Lat: 34.922500,  Lng: -110.260700),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 1,800 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,810 (year 2033),  Design Load: HS 20,  Features Intersected: I-40,  Facility Carried by Structure: Hunt 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: 7.9m (25.9ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 945,  Location: 2.2 mi NW Jct SR 84 (Lat: 32.734700,  Lng: -111.550400),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,010 (year 2040),  Design Load: HS 20,  Features Intersected: I 10,  Facility Carried by Structure: Sunshine Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 986,  Location: @ CAP MILEPOST 40.203 (Lat: 33.806694,  Lng: -113.811083),  Route carried "on" structure: Federal lands road ,  Year Built: 1980,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 50 (year 2022),  Average Future Daily Traffic: 60 (year 2042),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Yuma Mine Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 8.5m (27.9ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 1033,  Location: 0.1 mi W Jct SR 92 (Lat: 31.429725,  Lng: -109.893075),  Route carried "on" structure: ,  Year Built: 1941,  Status: Open,  Structure Length: 1.37m (4.49ft),  Design Load: Railroad,  Features Intersected: Erie Street,  Facility Carried by Structure: Lowell SPRR
Kilometerpoint: 0.000,  Lanes under structure: 2,  Owner: State Highway Agency,  Skew: 1 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: 5.6m (18.4ft)

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: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 267,  Location: Gilbert Rd / Santan (Lat: 33.282600,  Lng: -111.789500),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 17,300 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,310 (year 2039),  Design Load: HS 20,  Features Intersected: Santan Freeway,  Facility Carried by Structure: Gilbert Road NB
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to 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: 274,  Location: SR 202 loop @ Ray Rd (Lat: 33.321583,  Lng: -111.738083),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 21,148 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,158 (year 2040),  Design Load: HS 20,  Features Intersected: SR 202L,  Facility Carried by Structure: Ray Road
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to 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: 2749,  Location: Ray Rd/Santan (Lat: 33.320972,  Lng: -111.738400),  Route carried "on" structure: ,  Year Built: 2006,  Status: Open,  Structure Length: 8.32m (27.30ft),  Design Load: Railroad,  Features Intersected: L202 Santan Freeway,  Facility Carried by Structure: Union Pacific Rail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 275,  Location: .6 mi S of Chandler Blvd (Lat: 33.297194,  Lng: -111.741833),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 15,585 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,595 (year 2040),  Design Load: HS 20,  Features Intersected: SR 202,  Facility Carried by Structure: Greenfield Road
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2752,  Location: Junct of Warner Rd/Santan (Lat: 33.335778,  Lng: -111.646250),  Route carried "on" structure: State highway 202,  Year Built: 2006,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 39,486 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,496 (year 2040),  Design Load: HS 20,  Features Intersected: Warner Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.879,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2779,  Location: Jct Higley/Santan (Lat: 33.327889,  Lng: -111.721250),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 28,026 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,036 (year 2040),  Design Load: HS 20,  Features Intersected: 202 Loop Santan Freeway,  Facility Carried by Structure: Higley Road
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.3m (142.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: Monolithic Concrete

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Structure Number: 278,  Location: Recker/Santan (Lat: 33.328222,  Lng: -111.704139),  Route carried "on" structure: State highway 202,  Year Built: 2006,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 56,464 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,474 (year 2040),  Design Load: HS 20,  Features Intersected: Recker Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.576,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than 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: 2789,  Location: Lindsay/Santan Freeway (Lat: 33.283139,  Lng: -111.773306),  Route carried "on" structure: State highway 202,  Year Built: 2006,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 127,111 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 127,121 (year 2040),  Design Load: HS 20,  Features Intersected: Lindsay Rd/Eastern Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.328,  Lanes on structure: 6,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.4m (145.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2791,  Location: SR 202 @ Pecos Rd (Lat: 33.293667,  Lng: -111.746167),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 18,035 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,045 (year 2040),  Design Load: HS 20,  Features Intersected: SR 202,  Facility Carried by Structure: Pecos Rd
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2792,  Location: L202 at Val Vista (Lat: 33.288389,  Lng: -111.755444),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 51,844 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 51,854 (year 2040),  Design Load: HS 20,  Features Intersected: SR 202,  Facility Carried by Structure: Val Vista Drive
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 43.3m (142.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 282,  Location: 0.76 E of Ray Rd/Santan (Lat: 33.325642,  Lng: -111.733989),  Route carried "on" structure: ,  Year Built: 2006,  Status: Open,  Structure Length: 6.77m (22.21ft),  Design Load: Pedestrian,  Features Intersected: L202 Santan Freeway,  Facility Carried by Structure: Ped/Bicycle path
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes under structure: 6,  Owner: State Highway Agency,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Structural Evaluation: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2821,  Location: 0.76 mi E of Ray Rd/202L (Lat: 33.325217,  Lng: -111.733619),  Route carried "on" structure: State highway 202,  Year Built: 2006,  Status: Open,  Structure Length: 1.28m (4.20ft),  Design Load: Pedestrian,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Ped/bicycle path
Kilometerpoint: 63.424,  Owner: State Highway Agency,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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 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: 7778,  Location: 0.25 mi E of Greenfield (Lat: 33.350308,  Lng: -111.732611),  Route carried "on" structure: City street ,  Year Built: 1991,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 12,333 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,343 (year 2039),  Design Load: HS 20,  Features Intersected: Eastern Canal,  Facility Carried by Structure: Elliot Rd-FAS 235
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 5 degrees,  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 or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Equal to present desirable 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: 7863,  Location: 0.25 mi W/ Recker Rd (Lat: 33.294800,  Lng: -111.697000),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 60 (year 2040),  Design Load: HS 20,  Features Intersected: RWCD Canal-FAS 236,  Facility Carried by Structure: Rittenhouse Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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 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 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8014,  Location: 0.5 mi E Greenfield (Lat: 33.364833,  Lng: -111.730972),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 16,795 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,805 (year 2039),  Design Load: HS 20,  Features Intersected: Eastern Canal,  Facility Carried by Structure: Guadalupe Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8033,  Location: 0.1 mi W Greenfield (Lat: 33.335750,  Lng: -111.739417),  Route carried "on" structure: City street ,  Year Built: 1978,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 18,008 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,018 (year 2039),  Design Load: HS 20,  Features Intersected: Eastern Canal,  Facility Carried by Structure: Warner Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 46.3m (151.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: Monolithic Concrete

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Structure Number: 8041,  Location: .3 mi W/ Higley (Gilbert) (Lat: 33.263194,  Lng: -111.726228),  Route carried "on" structure: City street ,  Year Built: 1978,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 17,601 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,611 (year 2039),  Design Load: HS 20,  Features Intersected: E. Maricopa Floodway,  Facility Carried by Structure: Queen Creek Rd
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.5 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8045,  Location: E/ Lindsay (Gilbert) (Lat: 33.292044,  Lng: -111.772833),  Route carried "on" structure: City street ,  Year Built: 1976,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 15,961 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,971 (year 2039),  Design Load: HS 20,  Features Intersected: Eastern Canal,  Facility Carried by Structure: Pecos Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8125,  Location: 1.2 mi E Jct US 191 (Lat: 32.802158,  Lng: -109.686283),  Route carried "on" structure: County highway ,  Year Built: 1900,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 700 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 710 (year 2041),  Features Intersected: Stockton Drain,  Facility Carried by Structure: Solomon 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),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $600,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8883,  Location: W/ Power Rd (Lat: 33.364800,  Lng: -111.688400),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 17,075 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,085 (year 2039),  Design Load: HS 20,  Features Intersected: E Maricopa Fldwy,  Facility Carried by Structure: Guadalupe Rd
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9135,  Location: 3.72 mi E SR 87 (Lat: 33.350000,  Lng: -111.777300),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 17,145 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,155 (year 2039),  Design Load: HS 20,  Features Intersected: Consolidated Canal,  Facility Carried by Structure: Elliot Road
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  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: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 93,  Location: 1/2 mi E Greenfield (Lat: 33.379217,  Lng: -111.733222),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 20,261 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,271 (year 2039),  Design Load: HS 20,  Features Intersected: Eastern Canal,  Facility Carried by Structure: Baseline Road
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 30.8m (101.0ft)

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

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Structure Number: 9409,  Location: 100' E of Greenfield (Lat: 33.233900,  Lng: -111.737400),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 26,649 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,659 (year 2039),  Design Load: HS 20,  Features Intersected: E. Maricopa Fldwy,  Facility Carried by Structure: Chandler Hts
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 945,  Location: 0.5 mi N Williams Fld Rd (Lat: 33.311369,  Lng: -111.756639),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 27,405 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,415 (year 2039),  Design Load: HS 20,  Features Intersected: Eastern Canal,  Facility Carried by Structure: Val Vista Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 9503,  Location: 0.5 mi S/ Germann (Lat: 33.270136,  Lng: -111.720606),  Route carried "on" structure: County highway ,  Year Built: 1977,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 25,085 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,095 (year 2039),  Design Load: HS 20,  Features Intersected: RWCD Canal,  Facility Carried by Structure: Higley Rd
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  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: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 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,  Waterway Adequacy: Equal 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: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9504,  Location: 0.5 mi S/ Germann (Lat: 33.268878,  Lng: -111.720592),  Route carried "on" structure: City street ,  Year Built: 1977,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 29,383 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,393 (year 2039),  Design Load: HS 20,  Features Intersected: RWCD Floodway,  Facility Carried by Structure: Higley Rd
Minimum Vertical Clearance: 12.80m (41.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9505,  Location: 0.7 mi N of Power Rd (Lat: 33.294619,  Lng: -111.696700),  Route carried "on" structure: City street ,  Year Built: 1977,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 60 (year 2038),  Design Load: HS 20,  Features Intersected: E Maricopa Fldwy,  Facility Carried by Structure: Rittenhouse Road
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 61.7 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 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9717,  Location: 0.75 mi W of Gilbert Road (Lat: 33.320600,  Lng: -111.802500),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 21,613 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,623 (year 2035),  Design Load: HS 20,  Features Intersected: Consolidated Canal,  Facility Carried by Structure: Ray Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  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: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Channel: Good,  Culverts: 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: 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 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9822,  Location: 0.5 mi W of Power Rd (Lat: 33.379100,  Lng: -111.697000),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 17,319 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,329 (year 2039),  Design Load: HS 20,  Features Intersected: RWCD Canal,  Facility Carried by Structure: Baseline Road
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 986,  Location: 500' So Guadalupe Rd (Lat: 33.361764,  Lng: -111.773194),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 27,810 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,820 (year 2039),  Design Load: HS 20,  Features Intersected: Consolidated Canal,  Facility Carried by Structure: Lindsay Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very 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: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 9897,  Location: 250' N Jct Pecos Rd (Lat: 33.291667,  Lng: -111.688889),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 27,247 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,257 (year 2036),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Power Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9957,  Location: 0.1 mi East of Lindsay Rd (Lat: 33.364628,  Lng: -111.771417),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 15,936 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,946 (year 2039),  Design Load: HS 20,  Features Intersected: Consolidated Canal,  Facility Carried by Structure: Guadalupe Road
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9995,  Location: 500 ft W of Lindsay Road (Lat: 33.355067,  Lng: -111.774028),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,510 (year 2038),  Design Load: HS 20,  Features Intersected: Consolidated Canal,  Facility Carried by Structure: Stonebridge Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 82.6 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: Equal to present desirable 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete