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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 22m72ftTotal length
  • $7,013,000Total costs
  • 150,208Total average daily traffic
  • 20,618Total average daily truck traffic
  • 182,067Total future (year 2032) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sun City
  • No street view available for this location

New bridges - Historical Statistics

  • 11920-1929
  • 11960-1969
  • 131970-1979

Reconstructed bridges - Historical Statistics

  • 11970-1979
  • 11980-1989
  • 01990-1999
  • 02000-2009
  • 12010-2015

Average Daily Traffic

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 314,  Location: 11.9 mi W Jct I 17 (Lat: 33.595000,  Lng: -112.263333),  Route carried "on" structure: US 60,  Year Built: 1922,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 15,557 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,567 (year 2034),  Design Load: HS 20,  Features Intersected: New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.470,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 51.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.03m (39.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 14,  Bridge Improvement Cost: $1,132,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $2,253,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8562,  Location: at 99th Ave (Lat: 33.621667,  Lng: -112.283333),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,127 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Greenway Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9126,  Location: at 99th Ave (Lat: 33.638333,  Lng: -112.275000),  Route carried "on" structure: County highway 3043,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 55,817 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 34,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Bell Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.373,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 274.3m (899.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Bridge Improvement Cost: $2,808,000,  Roadway Improvement Cost: $625,000,  Total Project Cost: $4,760,000 ( Estimate for 2015),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9666,  Location: 250' N Grand Ave (Lat: 33.596667,  Lng: -112.271667),  Route carried "on" structure: County highway 5000,  Year Built: 1972,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 16,697 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 35,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: 99th Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9668,  Location: at 99th Ave Median_SCW (Lat: 33.633333,  Lng: -112.271667),  Route carried "on" structure: County highway 5000,  Year Built: 1972,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,607 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,500 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Hutton Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9669,  Location: at 99th Avenue Median (Lat: 33.600000,  Lng: -112.270000),  Route carried "on" structure: County highway 5000,  Year Built: 1972,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,500 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Royal Oak Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 967,  Location: at 99th Avenue Median (Lat: 33.608333,  Lng: -112.266667),  Route carried "on" structure: County highway 5000,  Year Built: 1972,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 2,500 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Royal Ridge Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9676,  Location: at Del Webb Blvd Median (Lat: 33.643333,  Lng: -112.281667),  Route carried "on" structure: County highway 7001,  Year Built: 1972,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 4,050 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Boswell Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9677,  Location: at Del Webb Blvd Median (Lat: 33.643333,  Lng: -112.283333),  Route carried "on" structure: County highway 7001,  Year Built: 1972,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 819 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: 105th Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9679,  Location: at Del Webb Blvd Median (Lat: 33.641667,  Lng: -112.286667),  Route carried "on" structure: County highway 7001,  Year Built: 1972,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 6,592 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: 107th Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9683,  Location: at 99th Ave Median (Lat: 33.608333,  Lng: -112.266667),  Route carried "on" structure: County highway 5023,  Year Built: 1972,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 23,538 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 32,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Thunderbird Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9686,  Location: at 99th Ave Median (Lat: 33.650000,  Lng: -112.271667),  Route carried "on" structure: County highway 5000,  Year Built: 1977,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,000 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Bell Rec Center Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9687,  Location: at 99th Avenue Median (Lat: 33.616667,  Lng: -112.266667),  Route carried "on" structure: County highway 5000,  Year Built: 1972,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 2,300 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 10,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Boswell Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9688,  Location: at 99th Avenue Median (Lat: 33.628333,  Lng: -112.270000),  Route carried "on" structure: County highway 5000,  Year Built: 1972,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 2,942 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Burns Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9689,  Location: at 99th Avenue Median (Lat: 33.613333,  Lng: -112.266667),  Route carried "on" structure: County highway 5000,  Year Built: 1974,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 2,162 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,000 (year 2032),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Cameo Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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