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

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Structure Number: 50 0033,  Location: 06-KER-204-5.61 (Lat: 35.394289,  Lng: -119.029061),  Route carried "on" structure: State highway 204,  Year Built: 1933,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 29.35m (96.29ft),  Average Daily Traffic: 38,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 74,828 (year 2040),  Features Intersected: KERN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.610,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50 0047,  Location: 06-KER-178-R11.66 (Lat: 35.422817,  Lng: -118.821800),  Route carried "on" structure: State highway 178,  Year Built: 1993,  Status: Open,  Structure Length: 10.88m (35.70ft),  Average Daily Traffic: 4,350 (year 2009),  Average Future Daily Traffic: 14,119 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.660,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  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,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0074,  Location: 06-KER-043-2.58 (Lat: 35.303247,  Lng: -119.252381),  Route carried "on" structure: State highway 43,  Year Built: 1977,  Status: Open,  Structure Length: 6.02m (19.75ft),  Average Daily Traffic: 5,450 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 16,716 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: KERN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.580,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50 0137,  Location: 06-KER-178-13.74 (Lat: 35.441172,  Lng: -118.793583),  Route carried "on" structure: State highway 178,  Year Built: 1923,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,350 (year 2009),  Average Future Daily Traffic: 14,119 (year 2037),  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.740,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50 014,  Location: 06-KER-178-13.76 (Lat: 35.441472,  Lng: -118.793289),  Route carried "on" structure: State highway 178,  Year Built: 1923,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,350 (year 2009),  Average Future Daily Traffic: 14,119 (year 2037),  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.760,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50 0182,  Location: 06-KER-178-13.78 (Lat: 35.441611,  Lng: -118.793156),  Route carried "on" structure: State highway 178,  Year Built: 1922,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,350 (year 2009),  Average Future Daily Traffic: 14,119 (year 2037),  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.780,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50 0185,  Location: 06-KER-099-27.87 (Lat: 35.412214,  Lng: -119.055319),  Route carried "on" structure: County highway F266,  Year Built: 1964,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 4,900 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 99 & OFFRAMP,  Facility Carried by Structure: OLIVE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: 36.3 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: 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,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0205F,  Location: 06-KER-065-R0.01 (Lat: 35.434328,  Lng: -119.076003),  Route carried "on" structure: Ramp State highway 65,  Year Built: 1964,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 8,800 (year 2010),  Truck Traffic: 21%,  Average Future Daily Traffic: 16,323 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 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: 32.1 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50 0208,  Location: 06-KER-204-5.49 (Lat: 35.393086,  Lng: -119.027447),  Route carried "on" structure: State highway 204,  Year Built: 1933,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 38,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 77,877 (year 2043),  Features Intersected: STINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.490,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 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: Superior 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: December 2021,  Other Special Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50 023,  Location: 06-KER-058-74.18 (Lat: 35.269872,  Lng: -118.682719),  Route carried "on" structure: State highway 58,  Year Built: 1960,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 24,200 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 39,079 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BENA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.180,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  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: 40.5 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: 31.1 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: 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: 50 0236,  Location: 06-KER-099-25.35-BKD (Lat: 35.378922,  Lng: -119.044161),  Route carried "on" structure: State highway 99,  Year Built: 1961,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 13.64m (44.75ft),  Average Daily Traffic: 140,000 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 167,386 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: KERN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.350,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 45.0m (147.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0238K,  Location: 06-KER-099-10.93 (Lat: 35.172408,  Lng: -119.004558),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1962,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 480 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 700 (year 2041),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.930,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 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: 39.2 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50 0239,  Location: 06-KER-099-24.78-BKD (Lat: 35.370653,  Lng: -119.042528),  Route carried "on" structure: State highway 99,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 132,000 (year 2009),  Truck Traffic: 21%,  Average Future Daily Traffic: 167,386 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.780,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.3m (155.2ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 47.3m (155.2ft),  Out-to-Out Width: 48.7m (159.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0240L,  Location: 06-KER-005-R15.51L (Lat: 35.013936,  Lng: -118.954956),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 34,500 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 33,862 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SR 99 TRUCK RAMP SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.510,  Lanes on structure: 2,  Lanes under structure: 1,  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,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 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: 39.9 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0241,  Location: 06-KER-099-20.56 (Lat: 35.310119,  Lng: -119.034297),  Route carried "on" structure: State highway 99,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 83,000 (year 2009),  Average Future Daily Traffic: 101,232 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PACHECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.560,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.0m (134.5ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.4m (139.1ft)

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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 50 0242,  Location: 06-KER-099-20.65 (Lat: 35.311461,  Lng: -119.034589),  Route carried "on" structure: State highway 99,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 83,000 (year 2009),  Average Future Daily Traffic: 101,232 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: TVRR & BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.650,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.0m (134.5ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.4m (139.1ft)

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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0243,  Location: 06-KER-223-R10.51 (Lat: 35.208481,  Lng: -119.010819),  Route carried "on" structure: State highway 223,  Year Built: 1962,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 4,700 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,319 (year 2043),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.510,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 36.0 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: 27.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0245E,  Location: 06-KER-119-31.26 (Lat: 35.266800,  Lng: -119.023367),  Route carried "on" structure: Ramp State highway 119,  Year Built: 1962,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 12,500 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 18,634 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.260,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 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: 33.7 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: 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: March 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0247,  Location: 06-KER-099-19.54 (Lat: 35.295753,  Lng: -119.030911),  Route carried "on" structure: County highway F241,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 44,034 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 83,815 (year 2043),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: PANAMA LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 31.0m (101.7ft)

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

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Structure Number: 50 0248,  Location: 06-KER-099-21.08-BKD (Lat: 35.317511,  Lng: -119.036619),  Route carried "on" structure: City street F244,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,400 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: WHITE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 40.5 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: 31.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0249,  Location: 06-KER-099-21.96-BKD (Lat: 35.329453,  Lng: -119.039658),  Route carried "on" structure: City street F289,  Year Built: 1962,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 40,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 52,559 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: WIBLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 26 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 025,  Location: 06-KER-099-22.11-BKD (Lat: 35.332122,  Lng: -119.039978),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 40,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 52,559 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: WILSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 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: 24.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0252,  Location: 06-KER-099-21.60-BKD (Lat: 35.324856,  Lng: -119.038439),  Route carried "on" structure: City street F245,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,000 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: PLANZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 22.7 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: 15.6 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: Meets minimum limits,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0254F,  Location: 06-KER-099-27.05 (Lat: 35.403222,  Lng: -119.045942),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 31%,  Average Future Daily Traffic: 20,000 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.050,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50 0255,  Location: 06-KER-204-3.41-BKD (Lat: 35.373200,  Lng: -119.003219),  Route carried "on" structure: City street F252,  Year Built: 1959,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 13,403 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,049 (year 2043),  Design Load: HS 20,  Features Intersected: ST RTE 204 (UNION AVE),  Facility Carried by Structure: TRUXTUN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.9m (88.3ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0256,  Location: 06-KER-099-22.60-BKD (Lat: 35.339303,  Lng: -119.040011),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 40,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 52,586 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: MING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 34.6m (113.5ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0257,  Location: 06-KER-099-22.65-BKD (Lat: 35.340367,  Lng: -119.038822),  Route carried "on" structure: City street F289,  Year Built: 1962,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 40,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 52,559 (year 2039),  Design Load: HS 20,  Features Intersected: N99-MING AVE OFF RAMP,  Facility Carried by Structure: WIBLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0258,  Location: 06-KER-099-22.70-BKD (Lat: 35.341000,  Lng: -119.038842),  Route carried "on" structure: City street F289,  Year Built: 1962,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 40,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 63,071 (year 2039),  Design Load: HS 20,  Features Intersected: MING AVE-N99 ON RAMP,  Facility Carried by Structure: WIBLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 026,  Location: 06-KER-099-24.60-BKD (Lat: 35.368192,  Lng: -119.041414),  Route carried "on" structure: State highway 99,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 132,000 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 167,386 (year 2039),  Design Load: HS 20,  Features Intersected: CALIFORNIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.600,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.2m (184.4ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 54.9m (180.1ft),  Out-to-Out Width: 56.2m (184.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.7 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: 25.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0261,  Location: 06-KER-099-24.11-BKD (Lat: 35.361253,  Lng: -119.039853),  Route carried "on" structure: City street F249,  Year Built: 1963,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,500 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: PALM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.4 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: 25.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0262,  Location: 06-KER-099-26.08-BKD (Lat: 35.389300,  Lng: -119.044267),  Route carried "on" structure: State highway 99,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 114,000 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 157,515 (year 2039),  Design Load: HS 20,  Features Intersected: GILMORE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.080,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 44.2m (145.0ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.0 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: 24.3 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: Equal to present minimum criteria,  Deck Geometry: Better than 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0264,  Location: 06-KER-099-23.62-BKD (Lat: 35.354011,  Lng: -119.039786),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,000 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: BRUNDAGE LANE
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.5m (80.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 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: 40.5 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0265,  Location: 06-KER-099-26.70 (Lat: 35.398253,  Lng: -119.044564),  Route carried "on" structure: State highway 99,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 100,000 (year 2009),  Truck Traffic: 28%,  Average Future Daily Traffic: 157,515 (year 2039),  Design Load: HS 20,  Features Intersected: CALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.700,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.5m (136.2ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0265S,  Location: 06-KER-099-26.70 (Lat: 35.397969,  Lng: -119.044158),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.41m (30.87ft),  Average Daily Traffic: 14,300 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,000 (year 2039),  Design Load: HS 20,  Features Intersected: BUCK OWEN, CALLOWAY CNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.700,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0266,  Location: 06-KER-099-26.78 (Lat: 35.398364,  Lng: -119.045372),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1963,  Status: Open,  Structure Length: 18.96m (62.20ft),  Average Daily Traffic: 15,800 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,000 (year 2039),  Design Load: HS 20,  Features Intersected: SR 99,BUCK OWENS,CALLOWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.780,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50 0267,  Location: 06-KER-099-25.63-BKD (Lat: 35.382736,  Lng: -119.044208),  Route carried "on" structure: State highway 99,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.01m (26.28ft),  Average Daily Traffic: 132,000 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 167,386 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 178 (ROSEDALE HWY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.630,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.6m (159.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 48.6m (159.4ft),  Out-to-Out Width: 50.4m (165.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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: 27.5 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: Equal to 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50 0268,  Location: 06-KER-099-24.99-BKD (Lat: 35.373469,  Lng: -119.043739),  Route carried "on" structure: State highway 99,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 132,000 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 167,386 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: TRUXTUN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.990,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 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: 28.8 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0277L,  Location: 06-KER-099-R30.54 (Lat: 35.441400,  Lng: -119.084769),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 11.15m (36.58ft),  Average Daily Traffic: 10,881 (year 2014),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: 7TH STANDARD RD WB
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: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

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

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Structure Number: 50 0277R,  Location: 06-KER-099-R30.53 (Lat: 35.441272,  Lng: -119.084531),  Route carried "on" structure: County highway W257,  Year Built: 1964,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 14,277 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 33,638 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: 7TH STANDARD RD EB
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),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.5 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: 38.9 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place