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

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Structure Number: 54 0351,  Location: 08-SBD-010-10.12-ONT (Lat: 34.067336,  Lng: -117.541753),  Route carried "on" structure: Interstate 10,  Year Built: 1943,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 245,300 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 311,000 (year 2038),  Design Load: HS 20,  Features Intersected: DAY CANYON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.120,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.9m (176.8ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 53.9m (176.8ft),  Out-to-Out Width: 55.5m (182.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 44.7 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0351F,  Location: 08-SBD-010-10.12-ONT (Lat: 34.067864,  Lng: -117.541811),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 29,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,000 (year 2038),  Design Load: HS 20,  Features Intersected: DAY CANYON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.120,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 41.8 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: 30.8 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0378L,  Location: 08-SBD-010-10.99-ONT (Lat: 34.067500,  Lng: -117.526550),  Route carried "on" structure: Interstate 10,  Year Built: 1947,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 129,000 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 150,000 (year 2039),  Features Intersected: ETIWANDA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.990,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0378R,  Location: 08-SBD-010-10.99-ONT (Lat: 34.067203,  Lng: -117.526644),  Route carried "on" structure: Interstate 10,  Year Built: 1939,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 129,000 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 150,000 (year 2039),  Design Load: H 15,  Features Intersected: ETIWANDA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.990,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.7m (100.7ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 30.7m (100.7ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0378S,  Location: 08-SBD-010-10.99-ONT (Lat: 34.066994,  Lng: -117.526706),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 12,000 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 18,000 (year 2038),  Design Load: HS 20,  Features Intersected: ETIWANDA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.990,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0434,  Location: 08-SBD-010-11.82-SBD (Lat: 34.066636,  Lng: -117.512153),  Route carried "on" structure: Interstate 10,  Year Built: 1947,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 250,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 285,000 (year 2040),  Features Intersected: SAN SEVAINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.820,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.0m (147.6ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 54 0437L,  Location: 08-SBD-010-6.80-ONT (Lat: 34.067908,  Lng: -117.599286),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 126,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 135,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: W10-HOLT BLVD OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.800,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 25.3m (83.0ft)

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

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Structure Number: 54 0437R,  Location: 08-SBD-010-6.80-ONT (Lat: 34.067378,  Lng: -117.599933),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 126,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 135,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: W10-HOLT BLVD OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.800,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0438L,  Location: 08-SBD-010-6.70-ONT (Lat: 34.068067,  Lng: -117.601283),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 126,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 135,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CUCAMONGA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.700,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0438R,  Location: 08-SBD-010-6.70-ONT (Lat: 34.067561,  Lng: -117.601361),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 126,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 135,000 (year 2039),  Design Load: HS 20,  Features Intersected: CUCAMONGA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.700,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0439,  Location: 08-SBD-010-6.10-ONT (Lat: 34.071092,  Lng: -117.611347),  Route carried "on" structure: City street R194,  Year Built: 1971,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 30,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,000 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: VINEYARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.100,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0441,  Location: 08-SBD-010-4.88-ONT (Lat: 34.080428,  Lng: -117.628689),  Route carried "on" structure: Interstate 10,  Year Built: 1954,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 263,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 265,000 (year 2039),  Design Load: HS 20,  Features Intersected: GROVE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.880,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.4m (158.8ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 48.4m (158.8ft),  Out-to-Out Width: 50.2m (164.7ft)

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

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Structure Number: 54 0442,  Location: 08-SBD-010-4.33-ONT (Lat: 34.085306,  Lng: -117.636175),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,000 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: SIXTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.9m (157.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 97.5 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0443,  Location: 08-SBD-010-4.02-ONT (Lat: 34.087308,  Lng: -117.641564),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,202 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: CAMPUS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.0 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 046,  Location: 08-SBD-010-R22.86-COL (Lat: 34.065233,  Lng: -117.320225),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 204,000 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 210,000 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.860,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 59.7m (195.9ft),  Out-to-Out Width: 61.3m (201.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0463,  Location: 08-SBD-010-11.13-ONT (Lat: 34.066942,  Lng: -117.524206),  Route carried "on" structure: City street R056,  Year Built: 1955,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 20,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 27,500 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: ETIWANDA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 053,  Location: 08-SBD-215-2.69-COL (Lat: 34.047594,  Lng: -117.307583),  Route carried "on" structure: City street R040,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 25,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,896 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 215 & RAMPS,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 29.2 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: 22.4 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0539,  Location: 08-SBD-010-9.17-ONT (Lat: 34.067144,  Lng: -117.558356),  Route carried "on" structure: City street ,  Year Built: 1971,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 30,500 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 52,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: MILLIKEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 42.6m (139.8ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0560R,  Location: 08-SBD-010-8.16-ONT (Lat: 34.068000,  Lng: -117.575653),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 21,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: HAVEN AVENUE (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.1m (65.9ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 075,  Location: 08-SBD-060-R4.10-CHN (Lat: 34.030183,  Lng: -117.659156),  Route carried "on" structure: State highway 60,  Year Built: 1970,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 224,000 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 275,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAN ANTONIO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.100,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.0m (164.0ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0751,  Location: 08-SBD-060-R4.56-ONT (Lat: 34.030208,  Lng: -117.651247),  Route carried "on" structure: State highway 60,  Year Built: 1970,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 228,000 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 260,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ST RTE 83 (EUCLID AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.560,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.0m (164.0ft)

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

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Structure Number: 54 0830L,  Location: 08-SBD-010-R23.60-COL (Lat: 34.065222,  Lng: -117.307592),  Route carried "on" structure: Interstate 10,  Year Built: 1970,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 102,000 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 120,000 (year 2039),  Design Load: HS 20,  Features Intersected: WARM CREEK
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 23.600,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 54 0836,  Location: 08-SBD-060-R5.11-ONT (Lat: 34.030242,  Lng: -117.641725),  Route carried "on" structure: State highway 60,  Year Built: 1972,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 221,000 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 250,000 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CAMPUS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.110,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 30 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: 48.5m (159.1ft),  Out-to-Out Width: 50.0m (164.0ft)

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

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Structure Number: 54 0837,  Location: 08-SBD-060-R5.86-ONT (Lat: 34.030281,  Lng: -117.628653),  Route carried "on" structure: State highway 60,  Year Built: 1972,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 221,000 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 250,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GROVE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.860,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.0m (164.0ft)

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

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Structure Number: 54 0838,  Location: 08-SBD-060-R6.86-ONT (Lat: 34.030325,  Lng: -117.611261),  Route carried "on" structure: State highway 60,  Year Built: 1972,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 221,000 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 250,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: VINEYARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.860,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.0m (164.0ft)

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

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Structure Number: 54 084,  Location: 08-SBD-060-R7.52-ONT (Lat: 34.030364,  Lng: -117.599633),  Route carried "on" structure: State highway 60,  Year Built: 1972,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 221,000 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 250,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CUCAMONGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.520,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 51.5m (169.0ft)

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,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0841,  Location: 08-SBD-060-R7.87-ONT (Lat: 34.030372,  Lng: -117.593517),  Route carried "on" structure: State highway 60,  Year Built: 1972,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 215,000 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 250,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ARCHIBALD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.870,  Lanes on structure: 10,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.0m (164.0ft)

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

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Structure Number: 54 0842,  Location: 08-SBD-060-R8.37-ONT (Lat: 34.030381,  Lng: -117.584839),  Route carried "on" structure: State highway 60,  Year Built: 1972,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 215,000 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 250,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LOWER DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.370,  Lanes on structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.2m (171.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 52.2m (171.3ft),  Out-to-Out Width: 53.8m (176.5ft)

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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0843,  Location: 08-SBD-060-R8.90-ONT (Lat: 34.029325,  Lng: -117.575944),  Route carried "on" structure: City street R077,  Year Built: 1972,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 21,893 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,464 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: HAVEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  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: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 58.0 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: 38.6 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0906,  Location: 08-SBD-015-2.05-ONT (Lat: 34.062506,  Lng: -117.545225),  Route carried "on" structure: Interstate 15,  Year Built: 1978,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 198,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 251,446 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.050,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 64.5m (211.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 64.5m (211.6ft),  Out-to-Out Width: 65.9m (216.2ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0906G,  Location: 08-SBD-015-2.05-ONT (Lat: 34.062478,  Lng: -117.544225),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1978,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 54,000 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 72,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.050,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 69.7 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: 45.4 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: 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 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0907,  Location: 08-SBD-015-2.15-ONT (Lat: 34.063853,  Lng: -117.544997),  Route carried "on" structure: Interstate 15,  Year Built: 1978,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 198,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 245,656 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.150,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 53.6m (175.9ft),  Out-to-Out Width: 54.8m (179.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0907G,  Location: 08-SBD-015-2.15-ONT (Lat: 34.063864,  Lng: -117.544317),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1978,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 27,000 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 35,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.150,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 77.4 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: 55.7 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0908G,  Location: 08-SBD-015-2.37-ONT (Lat: 34.065647,  Lng: -117.544183),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 42.98m (141.01ft),  Average Daily Traffic: 27,001 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 45,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 10, I 15, & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.370,  Lanes on structure: 2,  Lanes under structure: 24,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.7 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0909L,  Location: 08-SBD-015-2.37-ONT (Lat: 34.067103,  Lng: -117.545192),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 125,000 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 133,064 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 2.370,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: 36.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0909R,  Location: 08-SBD-015-2.37-ONT (Lat: 34.067186,  Lng: -117.544731),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 125,000 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 133,064 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.370,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 53.8 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: 36.6 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0911,  Location: 08-SBD-015-2.56-ONT (Lat: 34.069833,  Lng: -117.544886),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 203,000 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 220,015 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ONTARIO MILLS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.560,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 68.5m (224.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 68.5m (224.7ft),  Out-to-Out Width: 70.0m (229.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 51.5 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: 39.5 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: 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 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0913G,  Location: 08-SBD-010-9.87-ONT (Lat: 34.066900,  Lng: -117.547783),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 54.92m (180.18ft),  Average Daily Traffic: 25,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 10, I 15, CONNS, CO RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 9.870,  Lanes on structure: 2,  Lanes under structure: 22,  Base Highway Network: Yes (,  Subroute: 1),  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: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0914F,  Location: 08-SBD-010-9.98-ONT (Lat: 34.065339,  Lng: -117.545681),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 41.15m (135.01ft),  Average Daily Traffic: 29,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 10, I 15, & CONNS
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 9.980,  Lanes on structure: 2,  Lanes under structure: 17,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 75.9m (249.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 99.8 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0927F,  Location: 08-SBD-010-10.13-ONT (Lat: 34.068036,  Lng: -117.541769),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 20,000 (year 2038),  Design Load: HS 20,  Features Intersected: DAY CANYON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.130,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 43.4 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: 30.8 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place