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

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Structure Number: 305-001,  Location: Davis Camp (Lat: 35.185600,  Lng: -114.568000),  Route carried "on" structure: Business Other road ,  Year Built: 1945,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 40 (year 2019),  Average Future Daily Traffic: 40 (year 2039),  Features Intersected: Unnamed Arroyo,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Bureau of Reclamation,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.3m (7.5ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Structural Evaluation: Equal to 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: January 2021

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Structure Number: 305-3004,  Location: 3.5 m N from Bullhead, AZ (Lat: 35.198314,  Lng: -114.567542),  Route carried "on" structure: Bypass State highway ,  Year Built: 1949,  Status: Open,  Structure Length: 16.55m (54.30ft),  Average Daily Traffic: 80 (year 2012),  Average Future Daily Traffic: 150 (year 2034),  Design Load: HS 20,  Features Intersected: Forebay Channel,  Facility Carried by Structure: Davis Dam Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Bureau of Reclamation,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 64.0m (210.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 107,  Location: 1.1 mi N Jct SR 82 (Lat: 31.760000,  Lng: -110.111100),  Route carried "on" structure: State highway 80,  Year Built: 1934,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 3,239 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,338 (year 2039),  Design Load: HS 20,  Features Intersected: Willow Gulch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 503.403,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2009,  Location: 450 ft N Jct SR 68 (Lat: 35.187800,  Lng: -114.551600),  Route carried "on" structure: Other road 68,  Year Built: 1985,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,210 (year 2040),  Design Load: HS 20,  Features Intersected: Arabian Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum 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: 2273,  Location: 18.2 mi W Jct US 93 (Lat: 35.192600,  Lng: -114.441800),  Route carried "on" structure: State highway 68,  Year Built: 2001,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 4,333 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,343 (year 2040),  Design Load: HS 20,  Features Intersected: Arabian Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.070,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 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,  Waterway Adequacy: Equal to present minimum 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: 2274,  Location: 18.2 mi W Jct US 93 (Lat: 35.192500,  Lng: -114.442300),  Route carried "on" structure: State highway 68,  Year Built: 2001,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 4,364 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,374 (year 2040),  Design Load: HS 20,  Features Intersected: Arabian Wash
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 12.231,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: 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: 2539,  Location: Colorado River-Laughlin (Lat: 35.172200,  Lng: -114.570600),  Route carried "on" structure: State highway 95,  Year Built: 1987,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 22.68m (74.41ft),  Average Daily Traffic: 32,500 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,000 (year 2034),  Design Load: HS 20,  Features Intersected: Colorado River,  Facility Carried by Structure: Laughlin Rd Br
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 402.500,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 36.3m (119.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.11m (79.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $3,000,  Total Project Cost: $4,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6646,  Location: 5.4 mi South SR 68 (Lat: 35.124444,  Lng: -114.579917),  Route carried "on" structure: State highway 95,  Year Built: 1978,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 32,600 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,610 (year 2036),  Design Load: HS 20,  Features Intersected: Silver Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 396.381,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2016)

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Structure Number: 6843,  Location: 6.33 mi S Jct SR 68 (Lat: 35.117083,  Lng: -114.598083),  Route carried "on" structure: State highway 95,  Year Built: 1989,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 26,177 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,187 (year 2036),  Design Load: HS 20,  Features Intersected: Montana Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 394.402,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: March 2020,  Total Project Cost: $2,000 ( Estimate for 2016)

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Structure Number: 6844,  Location: 4.95 mi South of SR 68 (Lat: 35.129750,  Lng: -114.574472),  Route carried "on" structure: State highway 95,  Year Built: 1989,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 32,600 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,610 (year 2036),  Design Load: HS 20,  Features Intersected: Dump Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 397.106,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2016)

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Structure Number: 6845,  Location: 4.60 mi S Jct SR 68 (Lat: 35.134583,  Lng: -114.571917),  Route carried "on" structure: State highway 95,  Year Built: 1989,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 26,676 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,686 (year 2036),  Design Load: HS 20,  Features Intersected: Secret Pass Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 397.669,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  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: 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: 4.85m (15.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016)

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Structure Number: 6846,  Location: 4.33 mi S Jct SR 68 (Lat: 35.138056,  Lng: -114.570194),  Route carried "on" structure: State highway 95,  Year Built: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 26,676 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,686 (year 2036),  Design Load: HS 20,  Features Intersected: Boat Ramp Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 398.103,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Total Project Cost: $1,000 ( Estimate for 2016)

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Structure Number: 6859,  Location: 1.97 mi S of Jct SR 68 (Lat: 35.171278,  Lng: -114.582611),  Route carried "on" structure: State highway 95,  Year Built: 1989,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 27,135 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,145 (year 2036),  Design Load: HS 20,  Features Intersected: Highland Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 401.901,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

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: 4.42m (14.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2016)

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Structure Number: 686,  Location: 1.77 mi S Jct SR 68 (Lat: 35.173944,  Lng: -114.565778),  Route carried "on" structure: State highway 95,  Year Built: 1989,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 26,440 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,450 (year 2036),  Design Load: HS 20,  Features Intersected: Highland Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 402.223,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.7m (5.6ft)

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 minimum 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: March 2020,  Total Project Cost: $1,000 ( Estimate for 2016)

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Structure Number: 7061,  Location: 9.02 mi S Jct SR 68 (Lat: 35.054900,  Lng: -114.589200),  Route carried "on" structure: State highway 95,  Year Built: 1999,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 29,640 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,650 (year 2036),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 387.176,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  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: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2016)

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Structure Number: 7062,  Location: 9.0 mi S Jct SR 68 (Lat: 35.055300,  Lng: -114.589200),  Route carried "on" structure: State highway 95,  Year Built: 1999,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 29,640 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,650 (year 2036),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 387.208,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  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: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016)

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Structure Number: 7063,  Location: 8.6 mi S Jct SR 68 (Lat: 35.061833,  Lng: -114.589194),  Route carried "on" structure: State highway 95,  Year Built: 1999,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 26,556 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,566 (year 2036),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 387.997,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  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: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Total Project Cost: $2,000 ( Estimate for 2016)

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Structure Number: 7064,  Location: 8.4 mi S Jct SR 68 (Lat: 35.064700,  Lng: -114.589200),  Route carried "on" structure: State highway 95,  Year Built: 1999,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 26,556 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,566 (year 2036),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 388.319,  Lanes on structure: 4,  Owner: State 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: 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: 2.41m (7.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2016)

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Structure Number: 7065,  Location: 8.2 mi S Jct SR 68 (Lat: 35.067500,  Lng: -114.589200),  Route carried "on" structure: State highway 95,  Year Built: 1999,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 26,859 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,869 (year 2036),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 388.592,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

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: Superior to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2016)

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Structure Number: 7066,  Location: 6.9 mi S Jct SR 68 (Lat: 35.084300,  Lng: -114.597700),  Route carried "on" structure: State highway 95,  Year Built: 1999,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 26,859 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,869 (year 2036),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 390.684,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 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: 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: March 2020

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Structure Number: 7067,  Location: 6.9 mi S Jct SR 68 (Lat: 35.084833,  Lng: -114.597611),  Route carried "on" structure: State highway 95,  Year Built: 1999,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 26,859 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,869 (year 2036),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 390.717,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 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: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020

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Structure Number: 7068,  Location: 16.8 mi N of Needles Br (Lat: 35.086028,  Lng: -114.597639),  Route carried "on" structure: ServiceState highway 95,  Year Built: 1999,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 600 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 610 (year 2036),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Marble Canyon Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 390.910,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 68.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020

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Structure Number: 7095,  Location: 18.8 mi W of US 93 (Lat: 35.196361,  Lng: -114.448944),  Route carried "on" structure: State highway 68,  Year Built: 2001,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 14,276 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 14,286 (year 2036),  Design Load: HS 20,  Features Intersected: Arabian Wash
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 13.036,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 24 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: 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: 2.13m (6.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000 ( Estimate for 2016)

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Structure Number: 8658,  Location: 120 ft E Jct 2nd St (Lat: 34.746800,  Lng: -112.025200),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 660 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 670 (year 2040),  Design Load: H 15,  Features Intersected: Blowout Wash,  Facility Carried by Structure: Pima Street
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  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: 8659,  Location: 1.7 mi SW Jct I 15 (Lat: 36.875600,  Lng: -113.949400),  Route carried "on" structure: County highway ,  Year Built: 1929,  Year Reconstructed: 1932,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 659 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 669 (year 2036),  Design Load: H 15,  Features Intersected: Wash,  Facility Carried by Structure: Old US 91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8661,  Location: 0.3 mi E Jct US 70 (Lat: 32.961800,  Lng: -109.915300),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 260 (year 2039),  Design Load: HS 20,  Features Intersected: Gila River,  Facility Carried by Structure: Eden Road
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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.4 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8662,  Location: 2.9 mi E of Az State Ln (Lat: 36.828275,  Lng: -114.000806),  Route carried "on" structure: County highway ,  Year Built: 1929,  Status: Posted for load,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 320 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 330 (year 2039),  Design Load: H 15,  Features Intersected: Sand Hollow Wash,  Facility Carried by Structure: Old Hwy 91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 12.34m (40.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8664,  Location: 0.1 mi S of Baseline Rd (Lat: 33.376600,  Lng: -111.919300),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,195 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,205 (year 2039),  Design Load: HS 20,  Features Intersected: The Lakes,  Facility Carried by Structure: Lakeshore Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Total Project Cost: $1,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8665,  Location: 0.25 mi W of Rural Road (Lat: 33.356600,  Lng: -111.931700),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 260 (year 2038),  Design Load: HS 20,  Features Intersected: Western Canal,  Facility Carried by Structure: Muni Golf Cse Rd
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very 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: Equal to 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8666,  Location: 8.7 mi S Jct SR 69 (Lat: 34.451972,  Lng: -112.387667),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 199 (year 2019),  Average Future Daily Traffic: 209 (year 2039),  Design Load: HS 20,  Features Intersected: Lynx Creek,  Facility Carried by Structure: Walker Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: 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 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8668,  Location: Ave 64 E & 4 1/4 St N (Lat: 32.880306,  Lng: -113.541194),  Route carried "on" structure: County highway ,  Year Built: 1982,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 22.47m (73.72ft),  Average Daily Traffic: 703 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 713 (year 2035),  Design Load: HS 20,  Features Intersected: Gila River,  Facility Carried by Structure: Avenue 64E
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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8669,  Location: 0.24 mi S of Shea Blvd (Lat: 33.579800,  Lng: -111.858800),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,550 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,560 (year 2040),  Design Load: HS 20,  Features Intersected: Sctsdl Ranch Lake,  Facility Carried by Structure: Lakeview Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10171,  Location: 0.2 mi N Jct Mohave Dr (Lat: 35.083278,  Lng: -114.604444),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 14,276 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,286 (year 2036),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Country Club Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  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: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.6m (47.9ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10173,  Location: 0.7 mi S Jct Bullhead Pky (Lat: 35.051500,  Lng: -114.570472),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 14,276 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,286 (year 2036),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Arroyo Vista Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Very 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: 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: April 2020

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Structure Number: 10174,  Location: 0.2 mi S Jct Bullhead Pky (Lat: 35.058194,  Lng: -114.573944),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,476 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,486 (year 2036),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Arroyo Vista Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Fair,  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: April 2020

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Structure Number: 10175,  Location: 5.3 mi NW Jct SR 95 (Lat: 35.114639,  Lng: -114.545000),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 14,276 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,286 (year 2036),  Design Load: HS 20,  Features Intersected: Silver Creek Wash,  Facility Carried by Structure: Bullhead Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.530,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.4m (21.0ft)

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: April 2020

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Structure Number: 10176,  Location: 6.4 mi NE Jct SR 95 (Lat: 35.131000,  Lng: -114.545194),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 14,276 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,286 (year 2036),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Bullhead Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.300,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 10177,  Location: 9.0 mi NE Jct SR 95 (Lat: 35.167639,  Lng: -114.553611),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 14,276 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,286 (year 2036),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Bullhead Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.532,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft)

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: April 2020

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Structure Number: 10178,  Location: 0.2 mi S McCormick Blvd (Lat: 35.181111,  Lng: -114.535889),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,376 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,386 (year 2036),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Pegasus Ranch Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  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: April 2020

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Structure Number: 10498,  Location: 0.5 mi S Jct Silver Cr Rd (Lat: 35.098417,  Lng: -114.545167),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 14,276 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,286 (year 2036),  Design Load: HS 20,  Features Intersected: Montana Wash,  Facility Carried by Structure: Bullhead Parkway
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 6.598,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: 72.6 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 desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 10696,  Location: 0.1 mi E Jct Bullhead Pky (Lat: 35.156750,  Lng: -114.546389),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,651 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,661 (year 2036),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Landon Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  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: 73.5 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: April 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000

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Structure Number: 10697,  Location: 0.1 mi E Jct Bullhead Pky (Lat: 35.165028,  Lng: -114.549528),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 215 (year 2018),  Average Future Daily Traffic: 225 (year 2036),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Laughlin View Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: April 2020

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Structure Number: 10698,  Location: W of SR95 S of Bull. Pkwy (Lat: 35.055278,  Lng: -114.594083),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,276 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,286 (year 2036),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Shopping Center Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  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: 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: April 2020

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Structure Number: 10699,  Location: 220 ft SE Jct Locust Blvd (Lat: 35.168833,  Lng: -114.549472),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 960 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 970 (year 2036),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Heather Street
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 107,  Location: 0.1 mi N Jct SR 68 (Lat: 35.191472,  Lng: -114.527333),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 652 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 662 (year 2036),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Landon Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very 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 desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020