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Bridge Statistics for Oasis, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 38Number of bridges
  • 240ft / 73mTotal length
  • $1,094,000Total costs
  • 1,441,112Total average daily traffic
  • 284,502Total average daily truck traffic
  • 1,785,995Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Oasis
  • No street view available for this location

New bridges in Oasis, CA - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 151970-1979
  • 81980-1989
  • 132000-2009
  • 12010-2018
Average Bridge Daily Traffic in Oasis, CA
Average Bridge Truck Traffic in Oasis, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 84.8%Good
  • 9.1%Fair
  • 6.1%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 84.8%Good
  • 9.1%Fair
  • 6.1%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 84.8%Good
  • 15.2%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 81.6%Very good
  • 13.2%Good
  • 5.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 40.0%Good
  • 60.0%Satisfactory
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Structure Number: 56 0147L,  Location: 08-RIV-086-2.01 (Lat: 33.448100,  Lng: -116.082594),  Route carried "on" structure: State highway 86,  Year Built: 1989,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 177,936 (year 2037),  Design Load: HS 20,  Features Intersected: CALOTUS DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.201,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0147R,  Location: 08-RIV-086-2.01 (Lat: 33.448372,  Lng: -116.082439),  Route carried "on" structure: State highway 86,  Year Built: 1979,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 177,936 (year 2037),  Design Load: HS 20,  Features Intersected: CALOTUS DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.201,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0148L,  Location: 08-RIV-086-1.82 (Lat: 33.445975,  Lng: -116.080397),  Route carried "on" structure: State highway 86,  Year Built: 1989,  Status: Open,  Structure Length: 0.25m (0.82ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: TURALA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.182,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0148R,  Location: 08-RIV-086-1.82 (Lat: 33.446147,  Lng: -116.080169),  Route carried "on" structure: State highway 86,  Year Built: 1979,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: TURALA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.182,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0149L,  Location: 08-RIV-086-1.58 (Lat: 33.443400,  Lng: -116.077664),  Route carried "on" structure: State highway 86,  Year Built: 1989,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: MEMEL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.158,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0149R,  Location: 08-RIV-086-1.58 (Lat: 33.443583,  Lng: -116.077428),  Route carried "on" structure: State highway 86,  Year Built: 1979,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: MEMEL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.158,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0150L,  Location: 08-RIV-086-1.38 (Lat: 33.441267,  Lng: -116.075478),  Route carried "on" structure: State highway 86,  Year Built: 1989,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: COPHY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.138,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0150R,  Location: 08-RIV-086-1.39 (Lat: 33.441436,  Lng: -116.075222),  Route carried "on" structure: State highway 86,  Year Built: 1979,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: COPHY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.139,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0153L,  Location: 08-RIV-086-0.99 (Lat: 33.436828,  Lng: -116.070922),  Route carried "on" structure: State highway 86,  Year Built: 1989,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: OTAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.099,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0153R,  Location: 08-RIV-086-0.99 (Lat: 33.437083,  Lng: -116.070756),  Route carried "on" structure: State highway 86,  Year Built: 1979,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: OTAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.099,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.7 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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0154L,  Location: 08-RIV-086-0.84 (Lat: 33.435192,  Lng: -116.069242),  Route carried "on" structure: State highway 86,  Year Built: 1989,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: ANITA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.084,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0154R,  Location: 08-RIV-086-0.84 (Lat: 33.435369,  Lng: -116.068994),  Route carried "on" structure: State highway 86,  Year Built: 1979,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: ANITA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.084,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 94.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0156L,  Location: 08-RIV-086-0.66 (Lat: 33.433181,  Lng: -116.067178),  Route carried "on" structure: State highway 86,  Year Built: 1989,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: SUGINO DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.066,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 56 0156R,  Location: 08-RIV-086-0.66 (Lat: 33.433394,  Lng: -116.066961),  Route carried "on" structure: State highway 86,  Year Built: 1979,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: SUGINO DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.066,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 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: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0158L,  Location: 08-RIV-086-0.52 (Lat: 33.431694,  Lng: -116.065656),  Route carried "on" structure: State highway 86,  Year Built: 1989,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: SOSTO DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.052,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 56 0158R,  Location: 08-RIV-086-0.52 (Lat: 33.431900,  Lng: -116.065433),  Route carried "on" structure: State highway 86,  Year Built: 1979,  Status: Open,  Structure Length: 0.18m (0.59ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: SOSTO DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.052,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 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: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0774L,  Location: 08-RIV-086-R2.79 (Lat: 33.453100,  Lng: -116.087664),  Route carried "on" structure: State highway 86,  Year Built: 2001,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 177,936 (year 2037),  Design Load: HS 20,  Features Intersected: ARRIBA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.279,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0774R,  Location: 08-RIV-086-R2.79 (Lat: 33.453336,  Lng: -116.087464),  Route carried "on" structure: State highway 86,  Year Built: 2000,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 14,800 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,653 (year 2037),  Design Load: HS 20,  Features Intersected: ARRIBA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.279,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0775L,  Location: 08-RIV-086-R2.93 (Lat: 33.454872,  Lng: -116.088983),  Route carried "on" structure: State highway 86,  Year Built: 2001,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 14,800 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,653 (year 2037),  Design Load: HS 20,  Features Intersected: NEVA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.293,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0775R,  Location: 08-RIV-086-R2.93 (Lat: 33.455067,  Lng: -116.088761),  Route carried "on" structure: State highway 86,  Year Built: 2000,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 14,800 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,653 (year 2037),  Design Load: HS 20,  Features Intersected: NEVA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.293,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0776L,  Location: 08-RIV-086-R3.32 (Lat: 33.460086,  Lng: -116.091228),  Route carried "on" structure: State highway 86,  Year Built: 2000,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20,  Features Intersected: LOWEN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.332,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0776R,  Location: 08-RIV-086-R3.32 (Lat: 33.460267,  Lng: -116.090856),  Route carried "on" structure: State highway 86,  Year Built: 2000,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 177,936 (year 2037),  Design Load: HS 20,  Features Intersected: LOWEN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.332,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0777L,  Location: 08-RIV-086-R9.78 (Lat: 33.552633,  Lng: -116.096186),  Route carried "on" structure: State highway 86,  Year Built: 2000,  Status: Open,  Structure Length: 2.57m (8.43ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 177,936 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.978,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 1.2m (3.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0777R,  Location: 08-RIV-086-R9.78 (Lat: 33.552389,  Lng: -116.095878),  Route carried "on" structure: State highway 86,  Year Built: 2000,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 177,936 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.978,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0778L,  Location: 08-RIV-086-R4.74 (Lat: 33.480781,  Lng: -116.091578),  Route carried "on" structure: State highway 86,  Year Built: 2000,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: KINGS STORMWATER CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.474,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 118.0m (387.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.0m (3.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0779L,  Location: 08-RIV-086-R5.99 (Lat: 33.498939,  Lng: -116.091650),  Route carried "on" structure: State highway 86,  Year Built: 2000,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 177,936 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 76TH AVE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.599,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017
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Structure Number: 56 0779R,  Location: 08-RIV-086-R5.99 (Lat: 33.498989,  Lng: -116.091239),  Route carried "on" structure: State highway 86,  Year Built: 2000,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,794 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 76TH AVE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.599,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: June 2017
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Structure Number: 56 0877R,  Location: 08-RIV-086-R4.74 (Lat: 33.480772,  Lng: -116.091203),  Route carried "on" structure: State highway 86,  Year Built: 2015,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 177,936 (year 2037),  Design Load: HL 93,  Features Intersected: KINGS STORMWATER CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.474,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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: June 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56C0512,  Location: MI 4.74 ON I86S (Lat: 33.480672,  Lng: -116.091767),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.20m (0.66ft),  Average Daily Traffic: 10 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 20 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: KINGS STORM WATER CHANNE,  Facility Carried by Structure: WEST FRONTAGE RD#4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 97.0m (318.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.0m (3.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0513,  Location: MI 4.74 ON I86S (Lat: 33.480728,  Lng: -116.090831),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.20m (0.66ft),  Average Daily Traffic: 10 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 20 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: KINGS STORM WATER CHANNE,  Facility Carried by Structure: E. FRONTAGE RD. #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.0m (3.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0579,  Location: 0.9 MI. W/O ST RTE 86S (Lat: 33.569275,  Lng: -116.108542),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 3,765 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,202 (year 2035),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER,  Facility Carried by Structure: 66TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C0581,  Location: 1.5 MI S/O AVE 66 (Lat: 33.549358,  Lng: -116.158514),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 5,227 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 115 (year 2035),  Features Intersected: LENCHO DITCH,  Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2017
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Structure Number: 56C0582,  Location: 6 MI S/O AVE 66 (Lat: 33.499050,  Lng: -116.119328),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 100 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 116 (year 2037),  Features Intersected: SOLO DITCH,  Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017
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Structure Number: 56C0583,  Location: 0.8 MI S/O PIERCE ST (Lat: 33.478742,  Lng: -116.111175),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 100 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 115 (year 2035),  Design Load: HS 20,  Features Intersected: LOFTUS DITCH,  Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C0584,  Location: 1.3 MI S/O PIERCE ST (Lat: 33.473881,  Lng: -116.107406),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 100 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 115 (year 2035),  Design Load: H 20,  Features Intersected: ALMAR DITCH,  Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C0585,  Location: 1.7 MI S/O PIERCE ST (Lat: 33.468294,  Lng: -116.102911),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 100 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 115 (year 2035),  Features Intersected: LUNDY DITCH,  Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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 2017
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Structure Number: 56C0586,  Location: 0.2 MI S/ 81 ST AVENUE (Lat: 33.459931,  Lng: -116.094222),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 100 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 116 (year 2038),  Design Load: HS 20,  Features Intersected: LOWEN DITCH,  Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.80m (78.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $310,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $520,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0587,  Location: 0.3 MI S/ 81 ST AVENUE (Lat: 33.458822,  Lng: -116.093106),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 100 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 116 (year 2038),  Design Load: HS 20,  Features Intersected: VICO DITCH,  Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.20m (85.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $342,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $574,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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