Bridge Statistics for Dewey-Humboldt, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 2897,  Location: 0.25 mi E Jct SR 69 (Lat: 34.529800,  Lng: -112.237900),  Route carried "on" structure: State highway 169,  Year Built: 2010,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 7,947 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,957 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Agua Fria River
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 82.6 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,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4269,  Location: 15.2 mi NW Jct I 17 (Lat: 34.501900,  Lng: -112.244900),  Route carried "on" structure: State highway 69,  Year Built: 1954,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 9,077 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,087 (year 2040),  Design Load: HS 20,  Features Intersected: Chaparral Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 449.270,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 29 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: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017)

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Structure Number: 427,  Location: 17.1 mi W Jct I 17 (Lat: 34.520700,  Lng: -112.238500),  Route carried "on" structure: State highway 69,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 15,855 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,865 (year 2040),  Design Load: HS 20,  Features Intersected: Green Gulch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 450.660,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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: July 2021,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2014)

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Structure Number: 4271,  Location: 18.1 mi W Jct I 17 (Lat: 34.528500,  Lng: -112.241600),  Route carried "on" structure: State highway 69,  Year Built: 1954,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 17,846 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,856 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 452.360,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  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: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Total Project Cost: $1,000 ( Estimate for 2017)

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Structure Number: 4272,  Location: 19.1 mi W Jct I 17 (Lat: 34.547222,  Lng: -112.258333),  Route carried "on" structure: State highway 69,  Year Built: 1954,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 25,531 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,541 (year 2037),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 453.960,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Total Project Cost: $1,000 ( Estimate for 2017)

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Structure Number: 4273,  Location: 19.6 mi NW Jct I 17 (Lat: 34.549000,  Lng: -112.250900),  Route carried "on" structure: State highway 69,  Year Built: 1954,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 36,515 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,525 (year 2040),  Design Load: HS 20,  Features Intersected: Clipper Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 454.780,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 9 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: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Total Project Cost: $1,000

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Structure Number: 635,  Location: 0.9 mi E Jct SR 69 (Lat: 34.529300,  Lng: -112.227300),  Route carried "on" structure: State highway 169,  Year Built: 1971,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 7,947 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,957 (year 2040),  Design Load: HS 20,  Features Intersected: Texas Gulch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 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: 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: July 2020

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Structure Number: 6616,  Location: 5.0 mi E Jct SR 69 (Lat: 34.546500,  Lng: -112.160400),  Route carried "on" structure: State highway 169,  Year Built: 1977,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 5,844 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,854 (year 2040),  Design Load: HS 20,  Features Intersected: Yarber Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.934,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  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: Very 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: July 2020

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Structure Number: 8248,  Location: 1.0 mi SE Jct SR 169 (Lat: 34.513400,  Lng: -112.233500),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 330 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 340 (year 2037),  Design Load: H 15,  Features Intersected: Green Gulch,  Facility Carried by Structure: Old Blk Canyon Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 10773,  Location: 0.75 mi S Sarah Jane Ln (Lat: 34.564028,  Lng: -112.259333),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 110 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 120 (year 2039),  Design Load: HS 20,  Features Intersected: Lynx Creek,  Facility Carried by Structure: Orchard Ct
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10775,  Location: 200 ft S Jct Manzanita Tr (Lat: 34.558500,  Lng: -112.279800),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 310 (year 2041),  Design Load: HS 20,  Features Intersected: Clipper Wash,  Facility Carried by Structure: Durham Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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 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: Bituminous

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Structure Number: 20085,  Location: 0.15 mi N Jct SR 69 (Lat: 34.563900,  Lng: -112.258100),  Route carried "on" structure: Spur State highway 89,  Year Built: 2012,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 4,301 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,311 (year 2039),  Design Load: HL 93,  Features Intersected: Lynx Creek
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 533.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  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: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.1 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 desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20086,  Location: 0.15 mi N Jct SR 69 (Lat: 34.564100,  Lng: -112.258300),  Route carried "on" structure: Spur State highway 89,  Year Built: 2002,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 4,269 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,279 (year 2039),  Design Load: HS 20,  Features Intersected: Lynx Creek
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 533.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing