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

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Structure Number: 667,  Location: 3.1 mi E Jct SR 77 (Lat: 34.882739,  Lng: -110.108992),  Route carried "on" structure: US 180,  Year Built: 1961,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 799 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 809 (year 2040),  Design Load: HS 20,  Features Intersected: Little Colorado River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 499.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 minimum criteria,  Length Of Structure Improvement: 6.08m (19.95ft),  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: 948,  Location: 1.8 mi E Jct SR 77 (Lat: 34.885600,  Lng: -110.131600),  Route carried "on" structure: US 180,  Year Built: 1931,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 875 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 885 (year 2041),  Design Load: HS 20,  Features Intersected: Five Mile Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 497.464,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  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: 137,  Location: 3.0 mi W Jct SR 77 (Lat: 34.939200,  Lng: -110.129200),  Route carried "on" structure: Interstate 40,  Year Built: 1969,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 13,297 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,307 (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: 5 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: Fair,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $990,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1772,  Location: 8.8 mi W Jct SR 77 (Lat: 34.905800,  Lng: -110.200900),  Route carried "on" structure: Interstate 40,  Year Built: 1977,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 13.38m (43.90ft),  Average Daily Traffic: 10,203 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 10,213 (year 2040),  Design Load: HS 20,  Features Intersected: Leroux Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 457.553,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 22.3m (73.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1773,  Location: 8.8 mi W Jct SR 77 (Lat: 34.906100,  Lng: -110.200500),  Route carried "on" structure: Interstate 40,  Year Built: 1977,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 13.38m (43.90ft),  Average Daily Traffic: 8,582 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 8,592 (year 2040),  Design Load: HS 20,  Features Intersected: Leroux Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 457.553,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 22.3m (73.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1775,  Location: 7.6 mi W Jct SR 77 (Lat: 34.906000,  Lng: -110.186100),  Route carried "on" structure: Interstate 40,  Year Built: 1977,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 10,053 (year 2019),  Truck Traffic: 34%,  Average Future Daily Traffic: 10,063 (year 2039),  Design Load: HS 20,  Features Intersected: B 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 459.120,  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: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.6 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1776,  Location: 9.5 mi W Jct SR 77 (Lat: 34.907000,  Lng: -110.212500),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 1,800 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,810 (year 2037),  Design Load: HS 20,  Features Intersected: I-40,  Facility Carried by Structure: Perkins Valley Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 203,  Location: 0.4 mi N Jct US 180 (Lat: 34.894100,  Lng: -110.160000),  Route carried "on" structure: State highway 77,  Year Built: 1988,  Status: Open,  Structure Length: 52.70m (172.90ft),  Average Daily Traffic: 1,064 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,074 (year 2041),  Design Load: HS 20,  Features Intersected: Little Colorado River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 624.586,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.2 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: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 55.11m (180.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $7,000,  Total Project Cost: $9,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2402,  Location: 1.4 mi W Jct SR 77 (Lat: 34.923700,  Lng: -110.138100),  Route carried "on" structure: ,  Year Built: 1994,  Status: Open,  Structure Length: 10.42m (34.19ft),  Truck Traffic: 43%,  Design Load: Pedestrian,  Features Intersected: I-40,  Facility Carried by Structure: Pedestrian OP
Kilometerpoint: 0.000,  Lanes under structure: 4,  Owner: State Highway Agency,  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Underclear: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2516,  Location: 0.6 mi W Jct SR 77 (Lat: 34.912300,  Lng: -110.157300),  Route carried "on" structure: Interstate 40,  Year Built: 2000,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 6,322 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 6,332 (year 2040),  Design Load: HS 20,  Features Intersected: B 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 461.673,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2517,  Location: 5.6 mi W Jct SR 77 (Lat: 34.912700,  Lng: -110.157000),  Route carried "on" structure: Interstate 40,  Year Built: 2000,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 6,452 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 6,462 (year 2040),  Design Load: HS 20,  Features Intersected: B 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 461.673,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.3m (60.0ft)

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

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Structure Number: 2863,  Location: 200' N of Bethany Home Rd (Lat: 33.523300,  Lng: -112.269600),  Route carried "on" structure: Ramp State highway 101,  Year Built: 2008,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 1,793 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,803 (year 2040),  Design Load: HS 20,  Features Intersected: Bethany Home Outfall Chn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.690,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2864,  Location: 199' N of Bethany Home Rd (Lat: 33.523300,  Lng: -112.268500),  Route carried "on" structure: Ramp State highway 101,  Year Built: 2008,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 1,305 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,315 (year 2040),  Design Load: HS 20,  Features Intersected: Bethany Home Outfall Chn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.690,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2865,  Location: 130' N of Bethany Home Rd (Lat: 33.523000,  Lng: -112.269600),  Route carried "on" structure: Ramp State highway 101,  Year Built: 2008,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,890 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,900 (year 2039),  Design Load: HS 20,  Features Intersected: Grand Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.672,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 4416,  Location: 21.7 mi N Jct SR 277 (Lat: 34.822797,  Lng: -110.141325),  Route carried "on" structure: State highway 77,  Year Built: 1938,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,375 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,385 (year 2041),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 616.121,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 53.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4417,  Location: 22.8 mi N Jct SR 277 (Lat: 34.837947,  Lng: -110.145378),  Route carried "on" structure: State highway 77,  Year Built: 1938,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,375 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,385 (year 2041),  Design Load: HS 20,  Features Intersected: Five Mile Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 617.875,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 5067,  Location: 0.8 mi E Jct SR 77 (Lat: 34.888600,  Lng: -110.148500),  Route carried "on" structure: US 180,  Year Built: 1966,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 875 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 885 (year 2041),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 496.070,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 5068,  Location: 3.3 mi E Jct SR 77 (Lat: 34.883600,  Lng: -110.105300),  Route carried "on" structure: US 180,  Year Built: 1961,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 875 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 885 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 500.110,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 5979,  Location: 10.4 mi W Jct SR 77 (Lat: 34.909886,  Lng: -110.233689),  Route carried "on" structure: Interstate 40,  Year Built: 1954,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 19,491 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 19,501 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 454.527,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2019)

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Structure Number: 664,  Location: 6.8 mi W Jct SR 77 (Lat: 34.909053,  Lng: -110.177928),  Route carried "on" structure: Interstate 40,  Year Built: 1977,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 12,774 (year 2020),  Truck Traffic: 52%,  Average Future Daily Traffic: 12,784 (year 2040),  Design Load: HS 20,  Features Intersected: Equipment Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 459.693,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Culverts: Very 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: 8159,  Location: 3.0 mi W Jct SR 77 (Lat: 34.887000,  Lng: -110.211000),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 760 (year 2038),  Design Load: HS 20,  Features Intersected: Porter Canyon Draw,  Facility Carried by Structure: McClaws Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present 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: Bituminous

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Structure Number: 8779,  Location: 0.1 mi E Jct SR 77 (Lat: 34.869444,  Lng: -110.163889),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 863 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 873 (year 2038),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: County Complex Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 93,  Location: 12.2 mi W Jct SR 77 (Lat: 34.922500,  Lng: -110.260700),  Route carried "under" structure: Interstate 40,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 19,491 (year 2017),  Truck Traffic: 24%,  Features Intersected: I-40,  Facility Carried by Structure: Hunt Road
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 451.646,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1364,  Location: 6.3 mi W Jct SR 77 (Lat: 34.910686,  Lng: -110.169292),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2015),  Truck Traffic: 1%,  Features Intersected: 8th Avenue,  Facility Carried by Structure: I-40 EB
Minimum Vertical Clearance: 7.22m (23.69ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 1365,  Location: 6.3 mi W Jct SR 77 (Lat: 34.911000,  Lng: -110.169300),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2015),  Truck Traffic: 1%,  Features Intersected: 8th Avenue,  Facility Carried by Structure: I-40 WB
Minimum Vertical Clearance: 4.56m (14.96ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 1368,  Location: 1.73 mi E Jct SR 77 (Lat: 34.923700,  Lng: -110.137900),  Route carried "under" structure: Interstate 40,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 19,133 (year 2017),  Truck Traffic: 24%,  Features Intersected: I-40,  Facility Carried by Structure: Hermosa Drive
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 463.926,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 1369,  Location: 3.0 mi W Jct SR 77 (Lat: 34.939500,  Lng: -110.128600),  Route carried "under" structure: Business State highway 40,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,072 (year 2018),  Truck Traffic: 7%,  Features Intersected: SB 40
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 466.549,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 137,  Location: 3.0 mi W Jct SR 77 (Lat: 34.939200,  Lng: -110.129200),  Route carried "under" structure: Business State highway 40,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,072 (year 2018),  Truck Traffic: 7%,  Features Intersected: SB 40
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 466.549,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 1774,  Location: 7.6 mi W Jct SR77 (Lat: 34.905700,  Lng: -110.185900),  Route carried "under" structure: Business State highway 40,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 4,736 (year 2019),  Truck Traffic: 16%,  Features Intersected: B 40
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 458.776,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 1775,  Location: 7.6 mi W Jct SR 77 (Lat: 34.906000,  Lng: -110.186100),  Route carried "under" structure: Business State highway 40,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 4,736 (year 2021),  Truck Traffic: 16%,  Features Intersected: B 40
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 458.743,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 1776,  Location: 9.5 mi W Jct SR 77 (Lat: 34.907000,  Lng: -110.212500),  Route carried "under" structure: Interstate 40,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 20,580 (year 2017),  Truck Traffic: 24%,  Features Intersected: I-40,  Facility Carried by Structure: Perkins Valley Rd
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 456.474,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 203,  Location: 0.4 mi N Jct US 180 (Lat: 34.894100,  Lng: -110.160000),  Route carried "under" structure: County highway ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: Little Colorado River,  Facility Carried by Structure: SR 77
Minimum Vertical Clearance: 4.35m (14.27ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 2402,  Location: 1.4 mi W Jct SR 77 (Lat: 34.923700,  Lng: -110.138100),  Route carried "under" structure: Interstate 40,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 16,090 (year 2017),  Truck Traffic: 24%,  Features Intersected: I-40,  Facility Carried by Structure: Pedestrian OP
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 463.926,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 2516,  Location: 0.6 mi W Jct SR 77 (Lat: 34.912300,  Lng: -110.157300),  Route carried "under" structure: Business State highway 40,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 10,991 (year 2015),  Truck Traffic: 35%,  Features Intersected: B 40
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 462.558,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 2517,  Location: 5.6 mi W Jct SR 77 (Lat: 34.912700,  Lng: -110.157000),  Route carried "under" structure: Business State highway 40,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 10,991 (year 2015),  Truck Traffic: 35%,  Features Intersected: B 40
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 462.606,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)