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

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Structure Number: 56 0351,  Location: 08-RIV-010-R16.23-BAN (Lat: 33.931314,  Lng: -116.827308),  Route carried "on" structure: Interstate 10,  Year Built: 1940,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 120,000 (year 2012),  Truck Traffic: 18%,  Average Future Daily Traffic: 176,000 (year 2040),  Design Load: HS 20,  Features Intersected: SAN GORGONIO OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.230,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.5m (152.6ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 46.5m (152.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 99.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0357,  Location: 08-RIV-091-4.71-COR (Lat: 33.882061,  Lng: -117.594006),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 6,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,482 (year 2043),  Design Load: HS 20,  Features Intersected: ROUTE 91,  Facility Carried by Structure: SMITH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0363,  Location: 08-RIV-091-5.70-COR (Lat: 33.881442,  Lng: -117.577033),  Route carried "on" structure: State highway 91,  Year Built: 1961,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 268,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 306,858 (year 2043),  Design Load: HS 20,  Features Intersected: BUENA VISTA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.700,  Lanes on structure: 18,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 82.6m (271.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 82.6m (271.0ft),  Out-to-Out Width: 84.1m (275.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0364,  Location: 08-RIV-091-6.65-COR (Lat: 33.879256,  Lng: -117.560475),  Route carried "on" structure: State highway 91,  Year Built: 1961,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.95m (12.96ft),  Average Daily Traffic: 250,000 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 294,177 (year 2043),  Design Load: HS 20,  Features Intersected: EAST GRAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.650,  Lanes on structure: 16,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 99.1m (325.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 99.1m (325.1ft),  Out-to-Out Width: 101.0m (331.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0365,  Location: 08-RIV-091-9.18-COR (Lat: 33.885994,  Lng: -117.517750),  Route carried "on" structure: State highway 91,  Year Built: 1961,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 230,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 276,329 (year 2040),  Design Load: HS 20,  Features Intersected: MCKINLEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.180,  Lanes on structure: 11,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.5m (116.5ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 58.4m (191.6ft),  Out-to-Out Width: 65.6m (215.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0366,  Location: 08-RIV-091-R0.06 (Lat: 33.869764,  Lng: -117.670542),  Route carried "on" structure: US 91,  Year Built: 1970,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 298,718 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: COAL CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.060,  Lanes on structure: 14,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 51.2m (168.0ft),  Out-to-Out Width: 56.0m (183.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0379,  Location: 08-RIV-071-2.75 (Lat: 33.885564,  Lng: -117.644692),  Route carried "on" structure: State highway 71,  Year Built: 1950,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 15.31m (50.23ft),  Average Daily Traffic: 57,200 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 172,153 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.750,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 23.3m (76.4ft)

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,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Other Special Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0444,  Location: 08-RIV-015-27.50 (Lat: 33.733486,  Lng: -117.406331),  Route carried "on" structure: Interstate 15,  Year Built: 1958,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 79,000 (year 2012),  Truck Traffic: 13%,  Average Future Daily Traffic: 211,259 (year 2042),  Features Intersected: SIGN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.500,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.0m (183.7ft),  Skew: 30 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: 56.0m (183.7ft),  Out-to-Out Width: 56.0m (183.7ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 56 0445,  Location: 08-RIV-091-5.99-COR (Lat: 33.880481,  Lng: -117.571528),  Route carried "on" structure: State highway 91,  Year Built: 1961,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 9.84m (32.28ft),  Average Daily Traffic: 261,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 306,858 (year 2043),  Design Load: HS 20,  Features Intersected: WEST GRAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.990,  Lanes on structure: 18,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 89.9m (294.9ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 89.9m (294.9ft),  Out-to-Out Width: 91.6m (300.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0446L,  Location: 08-RIV-091-6.93-COR (Lat: 33.879444,  Lng: -117.555939),  Route carried "on" structure: State highway 91,  Year Built: 1961,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 30.43m (99.84ft),  Average Daily Traffic: 145,000 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 171,000 (year 2041),  Design Load: HS 20,  Features Intersected: TEMESCAL WASH,BNSF,METRO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.930,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 45.9m (150.6ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.3m (83.0ft)

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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 049,  Location: 08-RIV-371-65.44 (Lat: 33.530261,  Lng: -116.768733),  Route carried "on" structure: State highway 371,  Year Built: 1943,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 7,600 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,929 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: CAHUILLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.440,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.5m (44.3ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 49.9 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0494,  Location: 08-RIV-015-40.96-COR (Lat: 33.874142,  Lng: -117.545269),  Route carried "on" structure: Interstate 15,  Year Built: 1986,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 170,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 230,000 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SIXTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.960,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 59.2m (194.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.6m (146.3ft),  Curb-To-Curb Width: 59.2m (194.2ft),  Out-to-Out Width: 61.3m (201.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0495G,  Location: 08-RIV-015-41.25-COR (Lat: 33.878050,  Lng: -117.545414),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1981,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 10.87m (35.66ft),  Average Daily Traffic: 30,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,443 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY,AMTRAK,METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.250,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.2m (92.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.1m (62.7ft)

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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0495L,  Location: 08-RIV-015-41.25-COR (Lat: 33.878172,  Lng: -117.546239),  Route carried "on" structure: Interstate 15,  Year Built: 1988,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 76,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 185,670 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY,AMTRAK,METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.250,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Poor,  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,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0495R,  Location: 08-RIV-015-41.25-COR (Lat: 33.878117,  Lng: -117.545864),  Route carried "on" structure: Interstate 15,  Year Built: 1988,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 76,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 185,670 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY,AMTRAK,METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.250,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0497,  Location: 08-RIV-015-40.35-COR (Lat: 33.865486,  Lng: -117.542558),  Route carried "on" structure: City street R100,  Year Built: 1975,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 165,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 188,731 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: MAGNOLIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.7m (156.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0498L,  Location: 08-RIV-015-38.69-COR (Lat: 33.843714,  Lng: -117.535014),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 110,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 127,521 (year 2042),  Design Load: HS 20,  Features Intersected: ONTARIO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.690,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0498R,  Location: 08-RIV-015-38.69-COR (Lat: 33.843383,  Lng: -117.534608),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 5.25m (17.22ft),  Average Daily Traffic: 110,000 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 127,521 (year 2042),  Design Load: HS 20,  Features Intersected: ONTARIO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.690,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0499,  Location: 08-RIV-015-40.86-COR (Lat: 33.872719,  Lng: -117.544653),  Route carried "on" structure: Interstate 15,  Year Built: 1984,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 156,000 (year 2009),  Average Future Daily Traffic: 228,235 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: TEMESCAL WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.860,  Lanes on structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 59.3m (194.6ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 59.3m (194.6ft),  Out-to-Out Width: 61.0m (200.1ft)

Condition: Deck: Fair,  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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0501R,  Location: 08-RIV-015-41.48-COR (Lat: 33.881631,  Lng: -117.546886),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 78,000 (year 2012),  Average Future Daily Traffic: 110,970 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 91
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 41.480,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0539,  Location: 08-RIV-015-36.80 (Lat: 33.820922,  Lng: -117.518658),  Route carried "on" structure: County highway W554,  Year Built: 1987,  Status: Open,  Structure Length: 9.38m (30.77ft),  Average Daily Traffic: 150,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 183,630 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: CAJALCO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0540L,  Location: 08-RIV-015-36.58 (Lat: 33.818553,  Lng: -117.515333),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 73,000 (year 2012),  Average Future Daily Traffic: 107,271 (year 2042),  Design Load: HS 20,  Features Intersected: BEDFORD WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.580,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 56 0540R,  Location: 08-RIV-015-36.58 (Lat: 33.818778,  Lng: -117.515072),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 73,000 (year 2012),  Average Future Daily Traffic: 107,271 (year 2042),  Design Load: HS 20,  Features Intersected: BEDFORD WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.580,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 56 0583G,  Location: 08-RIV-091-7.49-COR (Lat: 33.880619,  Lng: -117.549581),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1989,  Status: Open,  Structure Length: 45.90m (150.59ft),  Average Daily Traffic: 22,350 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,531 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTES 91/15 & W91-N15
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 7.490,  Lanes on structure: 2,  Lanes under structure: 19,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 58.7m (192.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0585F,  Location: 08-RIV-091-7.54-COR (Lat: 33.878175,  Lng: -117.546831),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1989,  Status: Open,  Structure Length: 56.75m (186.19ft),  Average Daily Traffic: 14,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,094 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: E91-S15,S15-E91, RTE 15
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 7.540,  Lanes on structure: 2,  Lanes under structure: 20,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0586G,  Location: 08-RIV-015-41.52-COR (Lat: 33.881578,  Lng: -117.550633),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1988,  Status: Open,  Structure Length: 48.77m (160.01ft),  Average Daily Traffic: 21,000 (year 2012),  Truck Traffic: 40%,  Average Future Daily Traffic: 30,576 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SR 91,I 15,W91-S15 CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.520,  Lanes on structure: 2,  Lanes under structure: 19,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 45.9m (150.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0587,  Location: 08-RIV-091-R2.08-COR (Lat: 33.883294,  Lng: -117.640192),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 304,742 (year 2043),  Design Load: HS 20,  Features Intersected: STATE ROUTE 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.080,  Lanes on structure: 15,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 58.7m (192.6ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.9m (134.2ft),  Curb-To-Curb Width: 58.7m (192.6ft),  Out-to-Out Width: 59.6m (195.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0634,  Location: 08-RIV-091-R1.14 (Lat: 33.879361,  Lng: -117.655344),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 16.09m (52.79ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 304,742 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY,AMTRAK,METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.140,  Lanes on structure: 15,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 70.1m (230.0ft),  Skew: 36 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.4m (158.8ft),  Curb-To-Curb Width: 70.1m (230.0ft),  Out-to-Out Width: 75.8m (248.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 56 0635,  Location: 08-RIV-091-R1.77-COR (Lat: 33.881831,  Lng: -117.646194),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 267,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 304,742 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: E91-N71 CONNCTR (FUTURE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 13,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 60.4m (198.2ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 60.4m (198.2ft),  Out-to-Out Width: 61.4m (201.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 067,  Location: 08-RIV-015-45.14-NRCO (Lat: 33.931039,  Lng: -117.556569),  Route carried "on" structure: City street R150,  Year Built: 1989,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,838 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0673G,  Location: 08-RIV-091-7.30-COR (Lat: 33.886092,  Lng: -117.549650),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 23,200 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,531 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PARKRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.300,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0673L,  Location: 08-RIV-015-41.82-COR (Lat: 33.885753,  Lng: -117.550200),  Route carried "on" structure: Interstate 15,  Year Built: 1988,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 78,000 (year 2012),  Average Future Daily Traffic: 110,970 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: PARKRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.820,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0673R,  Location: 08-RIV-015-41.82-COR (Lat: 33.885975,  Lng: -117.549936),  Route carried "on" structure: Interstate 15,  Year Built: 1988,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 78,000 (year 2012),  Average Future Daily Traffic: 110,970 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: PARKRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.820,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0680L,  Location: 08-RIV-015-28.04 (Lat: 33.733297,  Lng: -117.416069),  Route carried "on" structure: Interstate 15,  Year Built: 1980,  Status: Open,  Structure Length: 11.45m (37.57ft),  Average Daily Traffic: 61,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 97,518 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TEMESCAL WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.040,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.7m (107.3ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0684,  Location: 08-RIV-091-R1.73 (Lat: 33.881719,  Lng: -117.646808),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 9.90m (32.48ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 304,742 (year 2043),  Features Intersected: WARDLOW WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.730,  Lanes on structure: 13,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 56 0686F,  Location: 08-RIV-015-51.54-COR (Lat: 34.023792,  Lng: -117.555097),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1979,  Status: Open,  Structure Length: 13.96m (45.80ft),  Average Daily Traffic: 23,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,018 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: W60-MILLIKEN AV OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.540,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  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: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0689F,  Location: 08-RIV-015-51.40-COR (Lat: 34.020614,  Lng: -117.548344),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1987,  Status: Open,  Structure Length: 38.26m (125.52ft),  Average Daily Traffic: 4,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,519 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I-15, SR 60, & 3 RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.400,  Lanes on structure: 2,  Lanes under structure: 18,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 66.1m (216.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0691G,  Location: 08-RIV-015-51.44-COR (Lat: 34.021131,  Lng: -117.549847),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1987,  Status: Open,  Structure Length: 8.15m (26.74ft),  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,296 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 60
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 51.440,  Lanes on structure: 1,  Lanes under structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0697L,  Location: 08-RIV-015-42.45-COR (Lat: 33.893036,  Lng: -117.556767),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 78,000 (year 2012),  Average Future Daily Traffic: 113,660 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CORONA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.450,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0697R,  Location: 08-RIV-015-42.45-COR (Lat: 33.893297,  Lng: -117.556508),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 78,000 (year 2012),  Average Future Daily Traffic: 113,660 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CORONA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.450,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0770L,  Location: 08-RIV-215-22.33 (Lat: 33.736669,  Lng: -117.189475),  Route carried "on" structure: State highway 215,  Year Built: 1992,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 37,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 70,691 (year 2038),  Design Load: HS 20,  Features Intersected: ROMOLAND FLOOD CNTL CHNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.330,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place