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

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Structure Number: 1068,  Location: 5.9 mi E Jct SR 84 (Lat: 32.830400,  Lng: -112.032500),  Route carried "on" structure: Interstate 8,  Year Built: 1962,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,871 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,881 (year 2038),  Design Load: HS 20,  Features Intersected: Smith Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.552,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Total Project Cost: $1,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1173,  Location: 3.4 mi E Jct SR 66 (Lat: 35.206800,  Lng: -113.952600),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 12,939 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 12,949 (year 2039),  Design Load: HS 20,  Features Intersected: Rattlesnake Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.572,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1174,  Location: 3.4 mi E Jct SR 66 (Lat: 35.207200,  Lng: -113.952600),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 12,939 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 12,949 (year 2039),  Design Load: HS 20,  Features Intersected: Rattlesnake Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.572,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

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

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Structure Number: 1249,  Location: 6.2 mi E Jct SR 66 (Lat: 35.197400,  Lng: -113.905900),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 397 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 407 (year 2037),  Design Load: HS 20,  Features Intersected: I-40,  Facility Carried by Structure: DW Ranch Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

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

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Structure Number: 1357,  Location: 18.5 mi W Jct US 93 (Lat: 35.217000,  Lng: -114.011300),  Route carried "on" structure: Interstate 40,  Year Built: 1969,  Year Reconstructed: 2012,  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: 2,  Lanes under structure: 4,  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: 32.3m (106.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1359,  Location: 0.2 mi E Jct SR 66 (Lat: 35.217100,  Lng: -114.007700),  Route carried "on" structure: Interstate 40,  Year Built: 1969,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 10.37m (34.02ft),  Average Daily Traffic: 14,647 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 14,657 (year 2041),  Design Load: HS 20,  Features Intersected: SFRR @ Kingman
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.534,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 136,  Location: 0.2 mi E Jct SR 66 (Lat: 35.217400,  Lng: -114.007400),  Route carried "on" structure: Interstate 40,  Year Built: 1969,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 10.74m (35.24ft),  Average Daily Traffic: 10,600 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 10,610 (year 2041),  Design Load: HS 20,  Features Intersected: SFRR @ Kingman
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.534,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  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: Equal to present minimum 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1835,  Location: 4.7 mi W Jct SR 66 (Lat: 35.194444,  Lng: -114.066667),  Route carried "on" structure: Interstate 40,  Year Built: 1980,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 7,615 (year 2019),  Truck Traffic: 45%,  Average Future Daily Traffic: 7,625 (year 2039),  Design Load: HS 20,  Features Intersected: US 93 & SB 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.600,  Lanes on structure: 2,  Lanes under structure: 6,  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: 42.4m (139.1ft),  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: 70.8 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1836,  Location: 4.7 mi W Jct SR 66 (Lat: 35.194444,  Lng: -114.066667),  Route carried "on" structure: Interstate 40,  Year Built: 1980,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 7,615 (year 2019),  Truck Traffic: 45%,  Average Future Daily Traffic: 7,625 (year 2039),  Design Load: HS 20,  Features Intersected: US 93 / SB 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.600,  Lanes on structure: 2,  Lanes under structure: 6,  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: 42.4m (139.1ft),  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: 70.8 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1837,  Location: 3.9 mi W Jct SR 66 (Lat: 35.202800,  Lng: -114.063800),  Route carried "on" structure: Interstate 40,  Year Built: 1980,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 19,864 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,874 (year 2039),  Design Load: HS 20,  Features Intersected: Clack Cyn Wash & Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.017,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 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: 48.8m (160.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1839,  Location: 3.5 mi W Jct SR 66 (Lat: 35.207300,  Lng: -114.059800),  Route carried "on" structure: Interstate 40,  Year Built: 1980,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 19,864 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,874 (year 2039),  Design Load: HS 20,  Features Intersected: White Cliff Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.612,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  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: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: Superior 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: Monolithic Concrete

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Structure Number: 1841,  Location: 1.85 mi W Jct 66 (Lat: 35.216667,  Lng: -114.036111),  Route carried "on" structure: Interstate 40,  Year Built: 1980,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 19,864 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,874 (year 2039),  Design Load: HS 20,  Features Intersected: Stockton Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.123,  Lanes on structure: 2,  Lanes under structure: 6,  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: 42.4m (139.1ft),  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: 70.8 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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: Monolithic Concrete

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Structure Number: 1842,  Location: 1.85 mi W Jct 66 (Lat: 35.216667,  Lng: -114.036111),  Route carried "on" structure: Interstate 40,  Year Built: 1980,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 19,864 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,874 (year 2039),  Design Load: HS 20,  Features Intersected: Stockton Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.123,  Lanes on structure: 2,  Lanes under structure: 6,  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: 42.4m (139.1ft),  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: 70.8 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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: Monolithic Concrete

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Structure Number: 1847,  Location: 1.23 mi W Jct 66 (Lat: 35.216900,  Lng: -114.025000),  Route carried "on" structure: Interstate 40,  Year Built: 1980,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 14,445 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 14,455 (year 2039),  Design Load: HS 20,  Features Intersected: Harrison Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.120,  Lanes on structure: 2,  Lanes under structure: 3,  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: 28.7m (94.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.2 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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: Monolithic Concrete

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Structure Number: 2523,  Location: 1.7 mi NW Jct I-40 (Lat: 35.204800,  Lng: -114.090900),  Route carried "on" structure: US 93,  Year Built: 2000,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 27,929 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 27,939 (year 2041),  Design Load: HS 20,  Features Intersected: Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.624,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4206,  Location: 1 mi S Jct I- 40 (Lat: 35.186806,  Lng: -114.062944),  Route carried "on" structure: ServiceInterstate 40,  Year Built: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 650 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 660 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.938,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018

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Structure Number: 4208,  Location: 0.2 mi N Jct I 40 (Lat: 35.219139,  Lng: -114.010056),  Route carried "on" structure: State highway 66,  Year Built: 1968,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 14,122 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,132 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 91.443,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 64.6m (211.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4937,  Location: 3.2 mi S Jct SR 68 (Lat: 35.197500,  Lng: -114.076700),  Route carried "on" structure: US 93,  Year Built: 1938,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 25,969 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 25,979 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.153,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Total Project Cost: $1,000 ( Estimate for 2020)

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Structure Number: 5873,  Location: 3.7 mi East of Jct SR 66 (Lat: 35.205528,  Lng: -113.946528),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 26,090 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 26,100 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.199,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 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: 1.83m (6.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Total Project Cost: $1,000

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Structure Number: 5874,  Location: 5.8 mi East of Jct SR 66 (Lat: 35.198194,  Lng: -113.913444),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 26,090 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 26,100 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.354,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 24 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2015)

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Structure Number: 6715,  Location: 1.0 mi W Jct US 93 (Lat: 35.178528,  Lng: -114.073667),  Route carried "on" structure: Interstate 40,  Year Built: 1980,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 14,504 (year 2017),  Truck Traffic: 41%,  Average Future Daily Traffic: 14,514 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.120,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Steel,  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Total Project Cost: $1,000

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Structure Number: 6716,  Location: 400' So US 93 (Lat: 35.189500,  Lng: -114.067194),  Route carried "on" structure: Interstate 40,  Year Built: 1980,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 14,504 (year 2017),  Truck Traffic: 41%,  Average Future Daily Traffic: 14,514 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.472,  Lanes on structure: 6,  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: 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Total Project Cost: $1,000

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Structure Number: 6818,  Location: 1.55 mi W of SR 66 (Lat: 35.224833,  Lng: -114.030861),  Route carried "on" structure: ServiceState highway 40,  Year Built: 1980,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,010 (year 2039),  Design Load: HS 20,  Features Intersected: Mohave County,  Facility Carried by Structure: Airway Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.346,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018

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Structure Number: 6902,  Location: 1.68 mi W of US 66 (Lat: 35.217472,  Lng: -114.031806),  Route carried "on" structure: Interstate 40,  Year Built: 1981,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 24,632 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,642 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.477,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000

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Structure Number: 8594,  Location: 0.2 mi S Jct B40 (Lat: 35.184783,  Lng: -114.053822),  Route carried "on" structure: City street ,  Year Built: 1917,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 450 (year 2021),  Average Future Daily Traffic: 460 (year 2041),  Design Load: H 15,  Features Intersected: Old Trails Wash,  Facility Carried by Structure: Old Trails Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 9695,  Location: 0.2 mi E Jct B40 (Lat: 35.193700,  Lng: -114.030300),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 11,960 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,970 (year 2037),  Design Load: HS 20,  Features Intersected: ATSF RR West Track,  Facility Carried by Structure: Hualapai Rd
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9696,  Location: 0.2 mi E Jct B40 (Lat: 35.193400,  Lng: -114.029300),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 11,960 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,970 (year 2037),  Design Load: HS 20,  Features Intersected: ATSF RR East Track,  Facility Carried by Structure: Hualapai Rd
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9697,  Location: 0.4 mi E Jct Andy Devine (Lat: 35.192300,  Lng: -114.025800),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 18,678 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,688 (year 2039),  Design Load: HS 20,  Features Intersected: Desert Wash,  Facility Carried by Structure: Hualapai Mtn Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019

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Structure Number: 10304,  Location: 0.5 mi E Jct I-40 (Lat: 35.189800,  Lng: -114.059500),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10,628 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,638 (year 2039),  Design Load: H 15,  Features Intersected: Wash,  Facility Carried by Structure: Old SB40 (Rte 66)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.2 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 minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019

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Structure Number: 10431,  Location: 0.5 mi E Jct I-40 (Lat: 35.190194,  Lng: -114.059472),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,089 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,099 (year 2039),  Design Load: H 15,  Features Intersected: Wash,  Facility Carried by Structure: Beale Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019

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Structure Number: 10678,  Location: 0.2 mi E Jct SR 66 (Lat: 35.222400,  Lng: -113.999800),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 11,954 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,964 (year 2039),  Design Load: HS 20,  Features Intersected: Railroad Diversion Chnl,  Facility Carried by Structure: Airway Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  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: 10679,  Location: 0.1 mi N Jct Gordon Rd (Lat: 35.241528,  Lng: -114.038000),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 11,654 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,664 (year 2039),  Design Load: HS 20,  Features Intersected: Bull Mountain Wash,  Facility Carried by Structure: Stockton Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: May 2019

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Structure Number: 1068,  Location: 0.3 mi E Jct Stcktn Hl Rd (Lat: 35.239400,  Lng: -114.035900),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,174 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,184 (year 2039),  Design Load: HS 20,  Features Intersected: Bull Mountain Wash,  Facility Carried by Structure: Gordon Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019

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Structure Number: 10681,  Location: 0.3 mi E Jct Stcktn Hl Rd (Lat: 35.239250,  Lng: -114.035417),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 510 (year 2039),  Design Load: HS 20,  Features Intersected: Bull Mountain Wash,  Facility Carried by Structure: Safeway Priv Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.7m (44.9ft)

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

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Structure Number: 10683,  Location: 0.2 mi E Jct Willow Rd (Lat: 35.239417,  Lng: -114.021722),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 4,230 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,240 (year 2039),  Design Load: HS 20,  Features Intersected: Mohave Wash,  Facility Carried by Structure: Gordon Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 68.9 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019

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Structure Number: 10684,  Location: 400 ft S Jct College Dr (Lat: 35.258833,  Lng: -114.038528),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 4,983 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,993 (year 2039),  Design Load: HS 20,  Features Intersected: Devlin Wash,  Facility Carried by Structure: Stockton Hill Rd
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019

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Structure Number: 1249,  Location: 6.2 mi E Jct SR 66 (Lat: 35.197400,  Lng: -113.905900),  Route carried "under" structure: Interstate 40,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 22,571 (year 2019),  Truck Traffic: 33%,  Features Intersected: I-40,  Facility Carried by Structure: DW Ranch Road
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 96.094,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1357,  Location: 18.5 mi W Jct US 93 (Lat: 35.217000,  Lng: -114.011300),  Route carried "under" structure: State highway 66,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,915 (year 2017),  Truck Traffic: 9%,  Features Intersected: SR 66,  Facility Carried by Structure: IRR I-40 EB
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 91.169,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1358,  Location: 18.5 mi W Jct US 93 (Lat: 35.217400,  Lng: -114.011000),  Route carried "under" structure: State highway 66,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,915 (year 2017),  Truck Traffic: 9%,  Features Intersected: SR 66,  Facility Carried by Structure: IRR I-40 WB
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 91.218,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1359,  Location: 0.2 mi E Jct SR 66 (Lat: 35.217100,  Lng: -114.007700),  Route carried "under" structure: ServiceCity street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 240 (year 2021),  Truck Traffic: 5%,  Features Intersected: SFRR @ Kingman,  Facility Carried by Structure: I-40 EB
Minimum Vertical Clearance: 8.59m (28.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 136,  Location: 0.2 mi E Jct SR 66 (Lat: 35.217400,  Lng: -114.007400),  Route carried "under" structure: ServiceCity street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 240 (year 2021),  Truck Traffic: 5%,  Features Intersected: SFRR @ Kingman,  Facility Carried by Structure: I-40 WB
Minimum Vertical Clearance: 7.96m (26.12ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 1835,  Location: 4.7 mi W Jct SR 66 (Lat: 35.194444,  Lng: -114.066667),  Route carried "under" structure: US 93,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2015),  Truck Traffic: 33%,  Features Intersected: US 93 & SB 40,  Facility Carried by Structure: I-40 EB
Minimum Vertical Clearance: 5.93m (19.46ft),  Kilometerpoint: 114.312,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 1836,  Location: 4.7 mi W Jct SR 66 (Lat: 35.194444,  Lng: -114.066667),  Route carried "under" structure: US 93,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2015),  Truck Traffic: 33%,  Features Intersected: US 93 / SB 40,  Facility Carried by Structure: I-40 WB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 114.312,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 1837,  Location: 3.9 mi W Jct SR 66 (Lat: 35.202800,  Lng: -114.063800),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 5%,  Features Intersected: Clack Cyn Wash & Road,  Facility Carried by Structure: I-40 EB
Minimum Vertical Clearance: 5.83m (19.13ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 1838,  Location: 3.9 mi W Jct SR 66 (Lat: 35.203200,  Lng: -114.063900),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 5%,  Features Intersected: Clack Cyn Wash & Road,  Facility Carried by Structure: I-40 WB
Minimum Vertical Clearance: 6.34m (20.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 1839,  Location: 3.5 mi W Jct SR 66 (Lat: 35.207300,  Lng: -114.059800),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2012),  Truck Traffic: 5%,  Features Intersected: White Cliff Rd,  Facility Carried by Structure: I-40 EB
Minimum Vertical Clearance: 6.74m (22.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 184,  Location: 3.5 mi W Jct SR 66 (Lat: 35.207700,  Lng: -114.059900),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2016),  Truck Traffic: 5%,  Features Intersected: White Cliff Rd,  Facility Carried by Structure: I-40 WB
Minimum Vertical Clearance: 8.59m (28.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 1841,  Location: 1.85 mi W Jct 66 (Lat: 35.216667,  Lng: -114.036111),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2012),  Truck Traffic: 20%,  Features Intersected: Stockton Hill Road,  Facility Carried by Structure: I-40 EB
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 1842,  Location: 1.85 mi W Jct 66 (Lat: 35.216667,  Lng: -114.036111),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2012),  Truck Traffic: 20%,  Features Intersected: Stockton Hill Road,  Facility Carried by Structure: I-40 WB
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 1847,  Location: 1.23 mi W Jct 66 (Lat: 35.216900,  Lng: -114.025000),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 8,971 (year 2015),  Truck Traffic: 10%,  Features Intersected: Harrison Street,  Facility Carried by Structure: I-40 EB
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1848,  Location: 1.23 mi W Jct 66 (Lat: 35.217200,  Lng: -114.025000),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 8,971 (year 2015),  Truck Traffic: 10%,  Features Intersected: Harrison Street,  Facility Carried by Structure: I-40 WB
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 8595,  Location: 1.0 mi S Jct B40 (Lat: 35.182100,  Lng: -114.062100),  Route carried "under" structure: City street ,  Year Built: 1922,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: Old Trials Road; Wash,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 0.000,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 9699,  Location: 100 ft S Jct B40 (Lat: 35.186700,  Lng: -114.045500),  Route carried "under" structure: Business City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2021),  Features Intersected: 8th St,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 3.97m (13.02ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)