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

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Structure Number: 192,  Location: 31.3 mi E Jct I-40 (Lat: 35.437600,  Lng: -113.646500),  Route carried "on" structure: State highway 66,  Year Built: 1937,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 1,342 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,352 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.526,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 195,  Location: 0.08 mi W Jct US 93 (Lat: 33.968000,  Lng: -112.731100),  Route carried "on" structure: ,  Year Built: 1937,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.98m (6.50ft),  Design Load: Railroad,  Features Intersected: US 60,  Facility Carried by Structure: BNSF Railroad
Kilometerpoint: 0.000,  Lanes under structure: 4,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 196,  Location: 8.4 mi E Jct SR 191 (Lat: 32.753744,  Lng: -109.416025),  Route carried "on" structure: US 70,  Year Built: 1938,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 1,152 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,162 (year 2038),  Design Load: H 15,  Features Intersected: Slick Rock Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 575.888,  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: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.2 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 197,  Location: 14.1 mi E Jct SR 191 (Lat: 32.760000,  Lng: -109.322100),  Route carried "on" structure: US 70,  Year Built: 1938,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 1,152 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,162 (year 2038),  Design Load: H 15,  Features Intersected: Shoat Tank Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 585.061,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 198,  Location: 18.3 mi N Jct SR 277 (Lat: 34.771803,  Lng: -110.127775),  Route carried "on" structure: State highway 77,  Year Built: 1938,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 3,375 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,385 (year 2041),  Design Load: H 15,  Features Intersected: Washboard Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 610.360,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 574,  Location: 10.4 mi E Jct SR 90 (Lat: 31.992400,  Lng: -110.176300),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 8,036 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,046 (year 2039),  Design Load: HS 20,  Features Intersected: Sibyl Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 503.355,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1358,  Location: 18.5 mi W Jct US 93 (Lat: 35.217400,  Lng: -114.011000),  Route carried "on" structure: Interstate 40,  Year Built: 1969,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 12,939 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 12,949 (year 2039),  Design Load: HS 20,  Features Intersected: SR 66
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.180,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: 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: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  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: Other

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Structure Number: 1369,  Location: 3.0 mi W Jct SR 77 (Lat: 34.939500,  Lng: -110.128600),  Route carried "on" structure: Interstate 40,  Year Built: 1969,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 12,227 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 12,237 (year 2040),  Design Load: HS 20,  Features Intersected: SB 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 466.388,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 187,  Location: 10.40 mi E Jct I 10 (Lat: 33.385900,  Lng: -111.788400),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 44,416 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 44,426 (year 2039),  Design Load: HS 20,  Features Intersected: US 60,  Facility Carried by Structure: Gilbert Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  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: 36.0m (118.1ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1885,  Location: 1.3 mi N Jct SR 75 (Lat: 32.965236,  Lng: -109.233283),  Route carried "on" structure: US 191,  Year Built: 1982,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 2,625 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,635 (year 2041),  Design Load: HS 20,  Features Intersected: Buzzard Roost Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.688,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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 minimum criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 191,  Location: 18.3 mi E Jct SR 89 (Lat: 35.264200,  Lng: -112.173100),  Route carried "on" structure: Interstate 40,  Year Built: 1981,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 9,017 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,027 (year 2037),  Design Load: HS 20,  Features Intersected: Crossroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.091,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4083,  Location: 12.3 mi West Jct US 93 (Lat: 33.943000,  Lng: -112.942200),  Route carried "on" structure: US 60,  Year Built: 1931,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,975 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,985 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.140,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4848,  Location: 2.4 mi S Jct I-10 (Lat: 31.930400,  Lng: -110.341200),  Route carried "on" structure: State highway 90,  Year Built: 1962,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,830 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,840 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 470.120,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Total Project Cost: $1,000 ( Estimate for 2018)

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Structure Number: 5738,  Location: 0.6 mi N Jct SR 74 (Lat: 33.806400,  Lng: -112.137200),  Route carried "on" structure: Interstate 17,  Year Built: 1947,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 79,523 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 79,533 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.540,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 78.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2018)

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Structure Number: 5749,  Location: 2.0 mi N Jct SR 69 (Lat: 34.359200,  Lng: -112.117200),  Route carried "on" structure: Interstate 17,  Year Built: 1952,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 26,445 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 26,455 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 426.219,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2018)

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Structure Number: 5832,  Location: 3.6 mi S Jct I 10 (Lat: 32.143667,  Lng: -110.986611),  Route carried "on" structure: Interstate 19,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 65,967 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 65,977 (year 2034),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.724,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Total Project Cost: $2,000 ( Estimate for 2016)

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Structure Number: 6033,  Location: 14.0 mi S of Jct US 60 (Lat: 33.202778,  Lng: -111.911111),  Route carried "on" structure: Interstate 10,  Year Built: 1967,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 59,680 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 90,407 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 271.930,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2021)

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Structure Number: 7984,  Location: 0.5 West of SR 72 (Lat: 33.931611,  Lng: -114.012250),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 363 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 373 (year 2040),  Design Load: HS 20,  Features Intersected: Bouse Wash,  Facility Carried by Structure: Plomosa Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous