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

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Structure Number: H68601B0236,  Location: 0.9 KM NW HWY 89A (Lat: 34.768944,  Lng: -112.069361),  Route carried "on" structure: Federal lands road 105,  Year Built: 1980,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 59 (year 2039),  Design Load: HS 20,  Features Intersected: BITTER CREEK
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.050,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: H68601B0237,  Location: 100 M SE OF TRIBAL HDQRS (Lat: 34.626500,  Lng: -111.891833),  Route carried "on" structure: Federal lands road 102,  Year Built: 2008,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 120 (year 2039),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: H68601B0238,  Location: SW OF TRIBAL ADMIN HDQRS (Lat: 34.625944,  Lng: -111.893139),  Route carried "on" structure: Federal lands road 102,  Year Built: 2008,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 40 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 45 (year 2039),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: H68601B0239,  Location: 0.8 KM E OF HWY 260 (Lat: 34.610222,  Lng: -111.903472),  Route carried "on" structure: Federal lands road 111,  Year Built: 1990,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 20 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 25 (year 2039),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.600,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 236,  Location: 7.0 mi E Jct SR 92 (Lat: 31.416081,  Lng: -109.793531),  Route carried "on" structure: State highway 80,  Year Built: 1920,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 4,474 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,484 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 564.429,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.9m (42.3ft)

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

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Structure Number: 505,  Location: 0.6 mi N Jct SR 260 (Lat: 34.586200,  Lng: -111.879900),  Route carried "on" structure: Interstate 17,  Year Built: 1961,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 16,022 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,032 (year 2039),  Design Load: HS 20,  Features Intersected: Verde River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 463.555,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  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: 1662,  Location: 1.8 mi S Jct SR 260 (Lat: 34.559800,  Lng: -111.906600),  Route carried "on" structure: Interstate 17,  Year Built: 1975,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 16,823 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,833 (year 2040),  Design Load: HS 20,  Features Intersected: General Crook Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 459.419,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.7m (64.6ft)

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

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Structure Number: 1663,  Location: 1.8 mi S Jct SR 260 (Lat: 34.559000,  Lng: -111.904500),  Route carried "on" structure: Interstate 17,  Year Built: 1975,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 17,581 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,591 (year 2040),  Design Load: HS 20,  Features Intersected: General Crook Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 459.419,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

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

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Structure Number: 1731,  Location: 0.6 mi N Jct SR 260 (Lat: 34.586000,  Lng: -111.879600),  Route carried "on" structure: Interstate 17,  Year Built: 1979,  Status: Open,  Structure Length: 15.97m (52.40ft),  Average Daily Traffic: 16,022 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,032 (year 2039),  Design Load: HS 20,  Features Intersected: Verde River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 463.475,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

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

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Structure Number: 1732,  Location: 1.6 mi N Jct SR 260 (Lat: 34.599600,  Lng: -111.873100),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 900 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 910 (year 2039),  Design Load: HS 20,  Features Intersected: I-17,  Facility Carried by Structure: Arena Del Loma
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: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  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: 74.4 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1733,  Location: 2.7 mi N Jct SR 260 (Lat: 34.611500,  Lng: -111.861900),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 2,875 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,885 (year 2039),  Design Load: HS 20,  Features Intersected: I-17,  Facility Carried by Structure: Middle Verde 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: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2299,  Location: 3.5 mi E Jct I-17 (Lat: 34.551700,  Lng: -111.852200),  Route carried "on" structure: State highway 260,  Year Built: 1982,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 4,397 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,407 (year 2040),  Design Load: HS 20,  Features Intersected: Verde River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 356.615,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 55.2m (181.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23,  Location: 6.7 mi E Jct I-17 (Lat: 34.532300,  Lng: -111.811000),  Route carried "on" structure: State highway 260,  Year Built: 1981,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 4,812 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,822 (year 2040),  Design Load: HS 20,  Features Intersected: Wickiup Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.185,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: 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,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Total Project Cost: $1,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2301,  Location: 9.5 mi E Jct I-17 (Lat: 34.519300,  Lng: -111.775000),  Route carried "on" structure: State highway 260,  Year Built: 1981,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 2,464 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,474 (year 2040),  Design Load: HS 20,  Features Intersected: West Clear Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 365.402,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete 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: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.15m (33.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 236,  Location: 0.6 mi NE of Jct SR 260 (Lat: 34.721200,  Lng: -111.991800),  Route carried "on" structure: Alternate State highway 89,  Year Built: 1992,  Status: Open,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 20,991 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,001 (year 2039),  Design Load: HS 20,  Features Intersected: Verde River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 572.605,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.2m (82.7ft)

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

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Structure Number: 2571,  Location: 3.7 mi N Jct I-17 (Lat: 34.619600,  Lng: -111.921300),  Route carried "on" structure: State highway 260,  Year Built: 2018,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 5,365 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,375 (year 2040),  Design Load: HL 93,  Features Intersected: Cherry Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.089,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2574,  Location: 3.5 mi E Jct I-17 (Lat: 34.552778,  Lng: -111.852778),  Route carried "on" structure: State highway 260,  Year Built: 2003,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 3,702 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,712 (year 2040),  Design Load: HS 20,  Features Intersected: Verde River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 356.615,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 55.2m (181.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2575,  Location: Jct SR 260 (Lat: 34.578400,  Lng: -111.884300),  Route carried "on" structure: State highway 260,  Year Built: 2003,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 15,211 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,221 (year 2038),  Design Load: HS 20,  Features Intersected: I-17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 351.449,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Underclear: Better than present minimum criteria,  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: 5116,  Location: 1.0 mi N Jct I 17 (Lat: 34.592100,  Lng: -111.889600),  Route carried "on" structure: State highway 260,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 15,211 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,221 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 350.419,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018

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Structure Number: 5117,  Location: 2.5 mi N Jct I 17 (Lat: 34.605600,  Lng: -111.909200),  Route carried "on" structure: State highway 260,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 15,211 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,221 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 347.988,  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: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 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: August 2018

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Structure Number: 5118,  Location: 5.0 mi N Jct I 17 (Lat: 34.632500,  Lng: -111.937800),  Route carried "on" structure: State highway 260,  Year Built: 1967,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 19,373 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,383 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 344.029,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 68.9 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,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Total Project Cost: $1,000 ( Estimate for 2014)

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Structure Number: 5119,  Location: 5.4 mi N Jct I 17 (Lat: 34.636400,  Lng: -111.942000),  Route carried "on" structure: State highway 260,  Year Built: 1967,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 19,373 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,383 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 343.466,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: August 2018

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Structure Number: 6681,  Location: Jct SR 279 (Lat: 34.576600,  Lng: -111.885000),  Route carried "on" structure: Interstate 17,  Year Built: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 26,999 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 27,009 (year 2038),  Design Load: HS 20,  Features Intersected: Gaddis Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 462.316,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 33 degrees,  Material/Design: Steel,  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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018

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Structure Number: 6682,  Location: Jct SR 260 (Lat: 34.578000,  Lng: -111.882400),  Route carried "on" structure: Ramp Interstate 17,  Year Built: 1978,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,510 (year 2038),  Design Load: HS 20,  Features Intersected: Gaddis Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 462.542,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018

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Structure Number: 6683,  Location: Jct I 17 at E side (Lat: 34.583333,  Lng: -111.883333),  Route carried "on" structure: State highway 260,  Year Built: 1978,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 15,211 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,221 (year 2037),  Design Load: HS 20,  Features Intersected: Gaddis Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 351.690,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 79.9m (262.1ft)

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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018

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Structure Number: 6857,  Location: 5.1 mi East of Jct I 17 (Lat: 34.547900,  Lng: -111.836300),  Route carried "on" structure: State highway 260,  Year Built: 1948,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,118 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,128 (year 2038),  Design Load: HS 20,  Features Intersected: Desert Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 359.334,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018

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Structure Number: 6858,  Location: 8.5 mi E of Jct I 17 (Lat: 34.529600,  Lng: -111.784000),  Route carried "on" structure: State highway 260,  Year Built: 1981,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,406 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,416 (year 2038),  Design Load: HS 20,  Features Intersected: Desert Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 364.227,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018

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Structure Number: 7213,  Location: 0.4 mi E Jct I-17 (Lat: 34.575000,  Lng: -111.888889),  Route carried "on" structure: State highway 260,  Year Built: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 11,432 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,442 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 352.350,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 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: 1.52m (4.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Total Project Cost: $1,000 ( Estimate for 2014)

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Structure Number: 7214,  Location: .35 mi E Jct I-17 (Lat: 34.569444,  Lng: -111.886111),  Route carried "on" structure: State highway 260,  Year Built: 2004,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 11,432 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,442 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 352.897,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 0.9m (3.0ft)

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,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Total Project Cost: $1,000

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Structure Number: 84,  Location: 1.3 mi SW Jct SR 260 (Lat: 34.550300,  Lng: -111.874000),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 610 (year 2040),  Design Load: HS 20,  Features Intersected: Copper Canyon,  Facility Carried by Structure: Salt Mine Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9298,  Location: 0.6 mi N Jct Finnie Fl Rd (Lat: 34.573700,  Lng: -111.857500),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,010 (year 2040),  Design Load: HS 20,  Features Intersected: Verde River,  Facility Carried by Structure: Montezuma Castl Rd
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10451,  Location: 3 mi W Jct I-17 (Lat: 34.636800,  Lng: -111.901800),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,210 (year 2040),  Design Load: HS 20,  Features Intersected: Grandpa Wash,  Facility Carried by Structure: W Middle Verde Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: 71.7 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: August 2020

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Structure Number: 10617,  Location: 0.5 mi E Jct SR 260 (Lat: 34.565600,  Lng: -111.869300),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,510 (year 2040),  Design Load: HS 20,  Features Intersected: Faulkner Wash,  Facility Carried by Structure: Finnie Flat Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2020

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Structure Number: 10736,  Location: 150 ft E Jct Salt Mine Rd (Lat: 34.475972,  Lng: -111.829972),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 110 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Camp Verde Acres R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019

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Structure Number: 10737,  Location: 3.4 mi S of Jct SR 260 (Lat: 34.527500,  Lng: -111.853300),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 877 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 887 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Salt Mine Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019

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Structure Number: 1662,  Location: 1.8 mi S Jct SR 260 (Lat: 34.559800,  Lng: -111.906600),  Route carried "under" structure: County highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Features Intersected: General Crook Trail,  Facility Carried by Structure: I-17 SB
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1663,  Location: 1.8 mi S Jct SR 260 (Lat: 34.559000,  Lng: -111.904500),  Route carried "under" structure: County highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Features Intersected: General Crook Trail,  Facility Carried by Structure: I-17 NB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1732,  Location: 1.6 mi N Jct SR 260 (Lat: 34.599600,  Lng: -111.873100),  Route carried "under" structure: Interstate 17,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 32,044 (year 2019),  Truck Traffic: 13%,  Features Intersected: I-17,  Facility Carried by Structure: Arena Del Loma
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 464.923,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 1733,  Location: 2.7 mi N Jct SR 260 (Lat: 34.611500,  Lng: -111.861900),  Route carried "under" structure: Interstate 17,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 31,912 (year 2019),  Truck Traffic: 16%,  Features Intersected: I-17,  Facility Carried by Structure: Middle Verde Road
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 466.661,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 2575,  Location: Jct SR 260 (Lat: 34.578400,  Lng: -111.884300),  Route carried "under" structure: Interstate 17,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 26,999 (year 2017),  Truck Traffic: 24%,  Features Intersected: I-17,  Facility Carried by Structure: SR 260
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 462.316,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)